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FLS2005-09076
0 , ORIGINAL Planning Department dtarwar Avenue Clearwater, Florida 33756 = r ` _ Telephone: 727-562-4567 Fax: 727-562-4865 ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION including 1) collated, 2) stapled and 3) folded sets of site plans ? SUBMIT APPLICATION FEE $ • CASE #: 1 L--. ) -U 1 DATE RECEIVED: RECEIVED BY (staff initials): ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: SURROUNDING USES OF ADJACENT PROPERTIES: NORTH: SOUTH: WEST: EAST: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE STANDARD DEVELOPMENT APPLICATION (Revised 12/30/2004) PLEASE TYPE OR PRINT D A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: City of Clearwater - Engineering D MAILING ADDRESS: 100 South Myrtle Avenue, Clearwater, FL 33756 PHONE NUMBER: 727.562.4747 FAX NUMBER: 727.562.4755 UU SEP J 0 200 I PROPERTY OWNER(S): City of Clearwater PLANNING Pi t??'v t r 'S t j (Must include ALL owners as listed on the deed - provide original signature(s) on page 6),--. C`I f 1F ?` " ''A'n' `? AGENT NAME: McKim & Creed, PA (Attention: Mitchel A. Chiavaroli, P.E.) MAILING ADDRESS: 1365 Hamlet Avenue, Clearwater, FL 33756 PHONE NUMBER: 727.442.7196 FAX NUMBER: 727.461.3827 CELL NUMBER: E-MAIL ADDRESS: mchiavaroli@mckimcreed.com B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) STREET ADDRESS of subject site: Del Oro Park, 401 McMullen Booth Road LEGAL DESCRIPTION: Attached (See Property Appraiser Information Sheets) (if not listed here, please note the location of this document in the submittal) PARCEL NUMBER: 0 92 9/1 6/0 0000/3 40/0 1 00 PARCEL SIZE: 22.20 acres (acres, square feet) PROPOSED USE(S) AND SIZE(S): 56'-8" x 28' building to house reclaimed water pumps and controls (number of dwelling units, hotel rooms or square footage of nonresidential use) DESCRIPTION OF REQUEST(S): Construct City owned building to house reclaimed water pumps, controls and electrical equipment. Attach sheets and be specific when identifying the request (include all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) Includes access driveway. Page 1 of 6 - Flexible Standard Development Application 2005- City of Clearwater 0 ORIPiL DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES NO X (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) ? SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 6) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) ? Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA - Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. The proposed building is a single story structure with a hip roof consistent in scale exterior detailing with the adjacent residential neighborhood. 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. See D.1. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. The proposed building will house reclaimed water pumps, motors and the electrical equipment and controls for the pumps. 4. The proposed development is designed to minimize traffic congestion. N / A - Should the City need to access the building for maintenance, an access drive is proposed from McMullen Booth Road. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The proposed building is located adjacent to residential houses on the north and west property boundaries. See D.1. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The proposed building should not cause adverse effects, including acoustic or olfactory. The building is designed to maximize sound attenuation of the pumps and motors. The site design includes a solid buffer wall and landscaping. I ? Provide complete responses to the applicable flexibility criteria for the specific land use as listed in each Zoning District to which the waiver is requested (use separate sheets as necessary) - Explain how each criteria is achieved, in detail: P r .., U, luji PLANNING; & DES "CS! Page 2 of 6 - Flexible Standard Development Application 2005- City of Clearwater • . ORIGINAL E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Crite Manual and 4-202.A.21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that invol addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with t City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption this requirement. If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. ? At a minimum, the STORMWATER PLAN shall include the following: Existing topography extending 50 feet beyond all property lines; Proposed grading including finished floor elevations of all structures; All adjacent streets and municipal storm systems; Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City, manual. - Signature and seal of Florida Registered Professional Engineer on all plans and calculations. ? COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ? Acknowledgement of stormwater plan requirements (Applicant must initial one of the following): tJ)<t- Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall provided. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) ? SIGNED AND SEALED SURVEY (including legal description of property) -One original and 14 copies; ? TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) - please design around the existing trees; ? LOCATION MAP OF THE PROPERTY; ? PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; ? GRADING PLAN, as applicable; ? PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ? COPY OF RECORDED PLAT, as applicable; G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) ? SITE PLAN with the following information (not to exceed 24" x 36"): _ All dimensions; North arrow; D lJ f Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; i Location map; Index sheet referencing individual sheets included in package; ?F 2`05 Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; All required setbacks; P)ANNING& DEVELCIr?.r:=N 1'''VCt All existing and proposed points of access; q-y ? Q?ml All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Page 3 of 6 - Flexible Standard Development Application 2005- City of Clearwater Location of all public and private easements; Location of all street rights-of-way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; All parking spaces, driveways, loading areas and vehicular use areas; Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening (per Section 3-201(D)(i) and Index #701}; Location of all landscape material; Location of all onsite and offsite storm-water management facilities; Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks. ? SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: Land area in square feet and acres; Number of EXISTING dwelling units; Number of PROPOSED dwelling units; Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; Total paved area, including all paved parking spaces and driveways, expressed in square feet and percentage of the paved vehicular area; Size and species of all landscape material; Official records book and page numbers of all existing utility easement; Building and structure heights; Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. ? REDUCED SITE PLAN to scale (8 % X 11) and color rendering if possible; ? FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; Tree Inventory; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees. H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) ? LANDSCAPE PLAN: All existing and proposed structures; Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; Proposed and required parking spaces; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); Plant schedule with a key (symbol or label) indicating the size, description, specifications and quantities of all existing and proposed landscape materials, including botanical and common names; Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. ? REDUCED LANDSCAPE PLAN to scale (8'/ X 11) (color rendering if possible); ? IRRIGATION PLAN (required for level two and three approval); ? COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. 0 201 11335 J- Page 4 of 6 - Flexible Standard Development Application 2005- City of Clda ?EjNGJ 8 O c_t`., „ (?'?r JI U v` 10L'. UUI _1? {? 10 t ORIGNAL 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) Required in the event the application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as part of a Comprehensive Infill Redevelopment Project or a Residential Infill Project. ? BUILDING ELEVATION DRAWINGS - all sides of all buildings including height dimensions, colors and materials; ? REDUCED BUILDING ELEVATIONS -four sides of building with colors and materials to scale (8% X 11) (black and white and color rendering, if possible) as required. J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) ? All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ? All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ? Comprehensive Sign Program application, as applicable (separate application and fee required). iFp LIE y / ? Reduced signage proposal (8'/z X 11) (color), if submitting Comprehensive Sign Program application. K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) PLANNING & (_,, ?iTYn' ? Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: • - ? • --. • Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-562-4750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. ? Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post-development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. ?Traffic Impact Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. L. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best y nowledge and authorize City representatives to visit and otogr ph the property descri n this ap licatio Si1nature of property owner or representative Fir, I i ?' rl STATE OF FLORIDA, COUNTY OF PINELLAS orn to and subscribed before me this day of A. D. 20? to me and/or by a+- who is personally known -has produced Y Jean G Potter as identification. Mr0448, MISSION# DD199851 EXPIRES ., ?2007 NINSURANCE, INC. Nota p blic, 7e0ne C. Potter Myc m issionexpires: =fig" MYCOMMISSION# DD199851 EXPIRES ?: •....1 BONDED THRU TROY FAIN INSURANCE, INC Page 5 of 6 - Flexible Standard Development Application 2005- City of Clearwater • 0 ORIGINAL AFFIDAVIT TO AUTHORIZE AGENT: City of Clearwater (Names of all property owners on deed - please PRINT full names) 1. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): Del Oro Park, '$01 McMullen Booth Road, Clearwater, FL 4 2. That this property constitutes the property for which a request for a: (describe request) Reclaimed Water Booster Pump Station 3. That the undersigned (has/have) appointed and (does/do) appoint: -1 LC- ??lr? `f Cyr t--cc d P as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 5. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 6. That (1/we), the undersigned authority, hereby certify that the foregoing is true and correct. 2 Property Owner Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS 7 for me a undersigned, an officer duly commissioned __ .b?y, ?t laws of the State ?o4f Florida, on. this9 day of personally appeared ff1?4r6 b e-I t" x/ who having been first duly sworn eposes and says that he/she fully understands the confen s of the affidavit that he/she signed. No ary Public My Commission Expires: y.'&,t?,6 EARL W. BARRETT * * MY COMMISSION # DD 293214 EXPIRES: May 26, 2008 ?'+ . F'.0 Bonded Thru Budget Notary Services S:IPlanning DepartmentlApplication Forms ldevelopmentreviewlflexible standard development application 2005.doc Page 6 of 6 - Flexible Standard Development Application 2005- City of Clearwater ??ec ORIGINAL 0 401 MCMULLEN BOOTH RD Date Received: 09/30/2005 CITY OF CLEARWATER ZONING DISTRICT: OS/R'--" LAND USE: R/OS ATLAS PAGE: 283A PLANNER OF RECORD: NOT ENTERED IN 0- T G & DE V'o. t ; t Svcs ry of r" UR CLWCoverSheet Page 1 of 2 Kurleman, Scott From: David Wehner [DWehner@mckimcreed.com] Sent: Thursday, March 23, 2006 5:08 PM To: Kurleman, Scott Cc: O'Brien, Kelly; Kivett, Tara Subject: RE: FLS2005-09076 401 McMullen Booth Road Scott: I have attached the landscape plan L101 which show the proposed revisions. Essentially, we would keep the existing curb and pavement within the Pinellas County ROW which provides the required 20-ft fire access lane (reasons for keeping this are listed below). However, to accommodate the required 20-ft fire access lane and vehicle turning radiuses we are requesting to remove 30-ft of the landscape buffer between the two properties. This 30' x 10' area would then be filled in with geoweb to support vehicles, but once completed, one would only see grass. The proposed lagerstroemia would be relocated east of the proposed geoweb area. If this is acceptable, we will continue to proceed with this design. Other changes to this site plan will include reducing the vehicle turn around from 16-ft to 12-ft and to relocate the storm water pond. These efforts will minimize impact to the 48" Oak tree located between the BPS and the pedestrian bridge. Once revisions are complete, we would submit for amendment to the City DRC. Please call with questions. David C. Wehner, PE From: Scott. Kurleman@myClearwater.com [mai Ito: Scott. Ku rlema n @ myClea rwater.com] Sent: Tuesday, March 14, 2006 10:12 AM To: David Wehner Cc: Kelly.Obrien@myClearwater.com; Tara.Kivett@MyClearwater.com Subject: RE: FLS2005-09076 401 McMullen Booth Road Please provide a revised plan and I will review. Thanks -----Original Message----- From: David Wehner [mailto:DWehner@mckimcreed.com] Sent: Monday, March 13, 2006 3:36 PM To: Kurleman, Scott Cc: O'Brien, Kelly; Kivett, Tara Subject: RE: FLS2005-09076 401 McMullen Booth Road Scott: I'm not sure if the setback is for landscaping or not. It was a comment from Mark Parry's 2002 DRC review. Please see attached PDF. I have also attached a PDF which provides an overview of the geoweb. Essentially, geoweb provides structural integrity to soils so that vehicle access can be obtained without paving an access road. 3/27/2006 Page 2 of 2 David C. Wehner, PE From: Scott.Kurleman@myClearwater.com [mailto:Scott. Kurleman@myClearwater.com] Sent: Monday, March 13, 2006 11:08 AM To: David Wehner Cc: Kelly.Obrien@myClearwater.com; Tara.Kivett@MyClearwater.com Subject: RE: FLS2005-09076 401 McMullen Booth Road Is the setback you speak of the 10 foot landscape buffer? What is geoweb? Thanks -----Original Message----- From: David Wehner [mailto:DWehner@mckimcreed.com] Sent: Friday, March 10, 2006 3:27 PM To: Kurleman, Scott Cc: O'Brien, Kelly; Kivett, Tara Subject: FLS2005-09076 401 McMullen Booth Road Scott: The Pinellas County Right-of-Way requirements are such that we can not move the access drive to maintain a 10-ft setback from the property line as currently shown on the plans. This is due to the fact that the pedestrian pier support becomes within the required 6-ft clear zone of the ingress shoulder. Since the proposed access drive is geoweb and is seldom used, is it possible that the set back can be modified? David C. Wehner, PE Project Engineer McKim & Creed, PA 1365 Hamlet Avenue Clearwater, Florida 33756 www.mckimcreed.com 3/27/2006 1119U nne GRD(5 OT19A ROOIB4L MA;TK AND MLOOSDIED Dffll 21UX4' SIAX PLANTING SCHEDULE KEY BOTANCAL WINE 001(m NUE HDOR / SPMAO ONORON / O1IYTMS' OMIS VWGNAM IRE tali 3 1 - A' CIL B R B U LAMOROITA BAG -MTOW CRAPE NAIAE )nwBytr? 17 - IY ICE B&B PM S CAL 24' - 30' 36.0 YP YOOM'fA PAMOUAA 0MI6F AFSSCNE S GL / A' - SO' 36' O/C W 1YDUMUR SUSPENSOR SKROARIA WBUMJI S -1A 3O0/C W URDPE WWARI'9UF4R GREEN 9.48' BWGREN CWVf URDPE IO -14' SPREAD le O/C NUR 1) P1911ING BEM TO MOEIVE WEED BURBR FARREL B) RNR WRRU 91ALL BE FL GPoDE It OR BETTER IOLLN Y FROM TRM MUM r DEPTH 11M AND IOOSPh6 DUNE SOIL RrmLL IEDISIUDE° SO, OF THE ROIBFLL ELEVATION / SECTION TREE NDTES: 1. ALL NOM 9WL BE PRIME OR POE-MO! POSSUE TRFAFO. L CROSS TES 9WL ROT CROSS ARF WOODY ROOTS L DINE ALL VM ow WE WRAPPED ARDM 1DAK 4. REMOVE ALL MWUS, RM WRE &/OR STAINS I= TO WT TK ROOIBUL S MAINE ALL BOR,V VM W FROM THE TOP OF THE MOT BWL 6 TOP A ROOMU W BE SET RIEI OR P AY ABOVE RM SUIRIDUAIO FIIl01 WAIL 2 - TTEE PLANTING MAL NOT TO SCALE C) d '1? I Q C) `U 1 r! rE Fm Oa 'Py_ ASPHALT MENT r? 0 t .. . am Z a rc I Ja°z ...... ):....':".•, ....... '...(': ' .... I •: ?. . NEW SEE 41 SA REMOVE ROSS TOP 1/3 mom ROOTIAIL XLED AND 10fSM KUK SK BCI0R1 4,; (2) STAKE OPSOIL 2-5' 1/37 00M PLAN GALV. SCREWS PINE RAW MULCH FETED GRADE UCER 7 NOTE MAINTAIN AS HEDGE, TYP. NOTE MAINTAIN AS HEDGE, TYP. 14 1 3T• PIP 9? ,?y l \ \ \\\\\N. \\ v.. A \\ \ .. m . j?..PO-. A I " .e EXTERIOR MOUNTED \ IRRIGATION CONTRO 0 p ,p B. 0 I \ \ \ \ \ \ AREA OF \\ k \ p`L ? Y e ?30JI Mali 6' HIGH WOOD FENCE REFER TO SHEET C102 R? (lIMOWBOX) ON to fFOOflR LDCATI Oak x' ,. `• / h `r \ a REA A / ?l Of LA 0 SOG? N Ql: 4 x41 ? OG N• x RY, 1- IOl R.ADRN aen. RYYpR C-OY-an IttKX6 aCASAPB GA2 % REVISIONS \ \\ \\ \ \ \\ \ \ \ \ \ - \1 \ \ \- \ \ \ \ \ \ \ \ \ \ l \ a \\ \\ \\ \ \\ \ \ \ \ \ \\ \\ \ \\ \ ? ? ? ?. :: _ v vv vv vvv vv vy ? / I 'B Y T \ \ \ \\ \ \\ \ \ \ \ - \ \ ? \ \ S: i 1 1111 f \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ A4 T l \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \ \\ \\ \ \ \ \ / EY57M0 if'NCE r?1 X4Ao x x ,S X DEL tom'-` . - \\ \\ \\ •?'?T'?"\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ I ' \ \ \ \' \ \ \ \ \ \ \ \ \ \ ?I \\ \ \\ \\ \\ \\ \\ \\ \\ \\ GENERAL NOTES: ? ? • AA V? VA \A VA VA VA V\ VA \ \`' Imo. \\\ \ `\\ \\\\\\`\\ 1. REPAIR All DISTURBED SOD FROM MOAT' TRENCHING OPERATIONS. AyyyA AA A-V A A ?,: AREA, CEOKEB LOAM &, I K q Ax 2. LINT OF SOD SHOULD MATCH AREAS TO BE DISTURBED BY PROPOSED \ \ \ \ ?E s cF \\ CONSTAUCROK -UK \ \ ?\??? \\\\\\\ \\. ("T DETAA, ON:0103) a ); Y E \\\1 3. ALL LANDSCAPING WfIION THE PROJECT 181115 SHALL BE PNOJIOED WAN 100E `?• \\ ; ?u "b \• AUTOMATIC COVERAGE WITH THE IRRIGATION SYSML Flk X x \\\?\\ \\\ LEGENDS as' coat ttLA6 O S \ \ EOSTING TREE PROPOSED x'V' X x TO BE REMOVED - PALM TREE SERW ROAD ?05' CSC Wq7 ID' ALl PAVEEIEH! _ C_l y PLANT 4 P } PROPOSED DECIDUOUS TREE xt- C5 _ _ OUANRTY 0 O V 'fV °A PROPOSED PEDESTRIAN --? \ PROPOSED LOAM D SOD AREA (INCLUDING ALL DISTURBED AREAS x O 50' BRIDGE BY OTHERS ODA w' d .?? \\\\\ NOT SHOWN) PROVIDE 1001E AUTOMATIC COVERAGE WITH IRRIGATION x }. OE 01 D a SYSTEM FOR THOSE SODDED AREAS SHOWN a.tN1??F, jA OF Oa 5oZ ?? D"" ° x ?? TINT .o Q CONCRETE PAVEMENT n.. . 10 t;w°bP LANDSCAPE PLAN r DEL ORO PUMP STATION ° ASPHALT PAVEMENT A g®A CALE: T" = 10' SCALE FEET ffu DATE ARRIL 1009 SCALE wuo? ? Mich-1D.QuTI1en,P.E DR AND UNION STREETS NFIQM CI?E1D Enginea,egDi-, RECLAIMED WATER SYSTEM DAMCE M}I°L/ 091°JZW HORIZONTAL } C rwater m,o,<Aa, CONTRACT 2 BOOSTER PUMP STATIONS UE9CNED "°' 1365 Hamlet Avenue F- CHECICED MAC VERTICAL 1.101 dec--ter, FL 33756 U?\^??, Mn_ DEL ORO Phone: (727)442-7196, Fax: (727)461-3027 PA0.l VOA. BAH NA IE ALA NNRa JOHN °. AA 002667 E80006691 Public Works Administration STAIN9: No A/001 67226761 ISSUE FOR BID WYM.mek RlCreed.com 140 s N+»• A- DAemhA fl ft lJ731 LANDSCAPE PLAN FCIR 1 2' " , _Rf 2° ILLEGIBLE 0.11' S. 0.09'E 3 - MMB PLANTINQ DUAL NOT TO SCALE ILONG RANGE PLANNING DEVELOPMENT REVIEW December 19, 2005 Mr. Chiavaroli McKim & Creed, PA 1365 Hamlet Avenue Clearwater, FL 33756 CITY OF C LEARWATE R PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx(727) 562-4576 RE: Development Order regarding case FLS2005-09076 at 401 McMullen Booth Road. Dear Mr. Chiavaroli: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On November 3, 2005, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval to establish a utility/infrastructure facility (reclaimed water pumping facility) within the Open Space/Recreation District under the provisions of Section 2-1403.H. The DRC recommended approval of the application under the following bases: Bases for approval: 1. The plan complies with the Flexible Standard Development criteria under the provisions of Section 2-1403.H.; 2. The plan complies with the General Applicability Criteria under the provisions of Section 3-913; and 3. The proposed development is compatible with the surrounding area. I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development. The approval is based on and must adhere to the site plan and application dated received September 3, 2005 and additional supporting materials received on December 15, 2005. Pursuant to Section 4-303, an application for a building permit shall be made within six months of Flexible Standard Development approval (June 19, 2006). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or BRIAN J. AUNGST, MAYOR-COMMISSIONER WHITNEY GRAY, VICE MAYOR-COMMISSIONER HOYT HAMILTON, COMMISSIONER FRANK HIBBARD, COMMISSIONER ® BILI. JONSON, COMMISSIONER "EQUAL. EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" December 19, 2005 Mr. Chiavaroli - Page Two license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. If you have any questions, please do not hesitate to call Scott Kurleman, at 562-4567 x2504. You can access zoning for parcels within the City through our website: www.myclearwater.com. * Make Us Your Favorite! Very truly yours, Michael Delk, Al P Planning Director LL kITY OF CLEA&WATER Clearwater MUNICIPAL SERVICES BUILDING October 05, 2005 PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W WW.MYCLEARWATER.COM Mckim & Creed, Pa 1365 Hamlet Avenue Clearwater, F133756 RE: FLS2005-09076 -- 401 MCMULLEN BOOTH RD -- Letter of Completeness Dear Mckim & Creed, Pa: The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2005-09076. After a preliminary review of the submitted documents, staff has determined that the application is Complete. The Development Review Committee (DRC) will review the application for sufficiency on November 03, 2005, in the Planning Department conference room - Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. Please call Sherry Watkins, Administrative Analyst, at 727-562-4582 no earlier than one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. If you have any questions, please do not hesitate to contact me at 562-4567x2504 or Scott.Kurleman@myclearwater.com. Sincerely yours, A7--- Scott Kurleman Planner H Letter of Completeness - FLS2005-09076 - 401 MCMULLEN BOOTH RD 0 0 0 9 Oct. 05 2005 09:43AN YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94613827 Oct.05 09:42AM 00'43 SND 01 OK TO TURN OFF REPORT, PRESS 'MENU' #t04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX (435-7329). 1F Zc LONG RANGE PLANNING DEVELOPMENT RE?IE q Mr. Brent Heath McKim and Creed PA 601 Cleveland Street, Suite 205 Clew. ,,ate,, Florida 3J?55 CITY OF C LEARti`VA'I'ER PLAdNNUNG DEPARTMENT POST OFFIcE Box 4748, CLEARWATER, FLORIDA 33758-4748 NibiIICIP_1L SER`icEs EuILDING, 100 SOU IH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (7277) 562-4567 FAx (727) 56 0 R'? ? 2-45760 1'% al??=?. ray ': _ s ?. tom,,,? PLAN tv D r r17Y C)F f t i S'J c RE: Development Order regarding se FLS2002-11079 at 201 McMullen Booth Road Dear Mr. Heath: This letter constitutes a Developmt der pursuant to Section 4-202.E of the Community Development Code. On December 1en2, 200 the Development Review Committee (DRC) reviewed your application for Flexible Development to tablish an utility/infrastructure facility within the Open Space/Recreation District under the provisi s of Section 2-1403.H. The proposal includes establishing a booster pump station (utility/infr tructure facility). The DRC recommended approval of the application with the following basis and cc 'tions: Basis for approval: 1. The proposal complies with Flexible Standard Del 2-1403.H; 2. The plan complies with General Applicability Criteri 3. The proposed development is compatible with the su Conditions of Approval: 1. That the six recommendations to reduce ambient noise Building Construction Plans where applicable. t criteria under the provisions of Section the provisions of Section 3-913; and Ia area. be implemented and notated on I concur with the -findings of the Development Review Comm, ee and, through this letter, approve your application for Flexible Standard Development with the ab e one condition. The approval is based on and must adhere to the site and landscape plan and appli lion dated received November 21, 2002 and additional supporting materials received on August 25, 20 BRL4,m J. ANGST, NkYOR-CO.M.NUSSIONER i0Y7 ;"--UL GN. 'J [C3 ;vL?'iCR CO?ti+IISSiCNLR WHITNcY G Y, CONENUSSIONER F%.'N i HIBB.:RD, CCNEMISSiCNER BiujoNs CO`I\tISSIONER c I +L EMPLCYME\71 A`;D:aFFiRMAUIIVE:?CTION EMPLOYER F, 0 September 17, 2003 0- Ri G'i N7 - ?, I , Heath - Page Two Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Development approval (September 17, 2004). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not charge with successive owners. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Pursuant to Section 4-502.A, an appeal maybe initiated within seven days of the date the Development Order is issued by an applicant or property owners within the required notice area and who presented ,cm tent Su Sta.?tlaI --.,-!,-d 'i reYle?z C p e en^e i.. + 1' 1 P T eve! One I. Q copy of the Devel rmer?t Order is being sent to those surrounding property owners who presented competent substantial evidence in the Level One review. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case will expire on September 24, 2003 (seven days from date of Development Order). If you have any questions, please do not hesitate to call Bryan Berry, Planner, at 727-562-4539. You can access zoning for parcels within the City through our website: w-ww.clearwater-fl.com. * Make Us Your Favorite! Sincerely, C? 0-- ?? ?? Cynthia H. Tarapani, AICP Planning Director CC: Surrounding Property Owners rPI A N i t_.J C:?TYOF Crj " l (:aari: 1? 5??CS f to Q19 T 7f SAPlannine Department\C D B\Standard Flex\Pending Cases\2 - Reviewed and. Pending\12-13-02 DRC\wtc vlullen Booth 201 Del Oro Park Pump StationVvIcviullen Booth 201 DEVELOPMENT ORDER.doe FsT 9N - S An Equal Opportunity Employer Thomas G. Dabney, 11 Chair, Sarasota Watson L Haynes, 11 Vice Chair, Pinellas Janet D. Kovach Secretary, Hillsborough Maggie N. Dominguez Treasurer, Hillsborough Edward W. Chance Manatee Ronnie E. Duncan Pinellas Pamela L Fentress Highlands Ronald C. Johnson Polk Heidi B. McCree Hillsborough T. G. "Jerry" Rice Pasco Judith C. Whitehead Hernando S®utWest Florida Water Management District Tampa Service Office 7601 Highway 301 North Tampa, Florida 33637-0759 (813) 985-7481 or 1-800-836-0797 (FL only) SUNCOM 578-2070 Bartow Service Office 170 Century Boulevard Bartow, Florida 33830-7700 (863) 534-1448 or 1.800.492-7862 (FL only) SUNCOM 572-6200 August 12, 2003 2379 Broaleeet, Brooksville, Florida 34604-6899 (352) 796-7211 or 1-800-423-1476 (FL only) SUNCOM 628-4150 TDD only 1-800-231-6103 (FL only) On the Internet at: WaterMatters.org Sarasota Service Office Lecanto Service Office 6750 Fruitville Road 3600 West Sovereign Path Sarasota, Florida 34240-9711 Suite 226 (941) 377-3722 or Lecanto, Florida 34461.8070 1.800-320-3503 (FL only) (352) 527-8131 SUNCOM 531-6900 SUNCOM 667-3271 U" R EGNA Mr. Leroy Chin City of Clearwater Post Office Box 4748 Clearwater, FL 33758 Subject: Notice of Final Agency Action - Approval : D Environmental Resource Noticed General Project Name: Del Oro Pump Station Permit No: 47015315.002 County: Pinellas Sec/Twp/Rge: 09/29S/1 SE v?rl ? ?i n1nr.. t4.,J Expiration Date: July 18, 2008 PLAWNG & DEV t Dear Mr. Chin: ,,frSvcs The District acknowledges your intent to use a Noticed General permit for the project referenced above. Plans and information received will be kept on file in the Tampa Service Office in support of this determination.. The proposed construction must be completed before the expiration date indicated above. The proposed construction is subject to general conditions of Rule 40D-400.215, F.A.C., and Exhibit A (copies enclosed) and the specific conditions of Rule 40D7400.475(l)(d), F.A.C. Deviations from these conditions may subject you to enforcement action and possible penalties'. You are responsible for conducting construction in a manner which satisfies all .criteria. Final approval is contingent upon no objection to the District's action being received by the District within the.time.frames described below. You or any person whose substantial interests are affected by the District's action regarding a permit may request an administrative hearing in accordance with Sections 120.569 and 120.57, Florida Statute (F.S.), and Chapter 28-106, Florida Administrative Code (F.A.C.), of the Uniform Rules of Procedure.. A request for hearing must. (1) explain how the substantial interests of each person requesting the hearing will be affected by the District's action, or proposed action, (2) state all material facts disputed by the person requesting the hearing or state that there are no.disputed facts, and (3) otherwise comply, with Chapter 28-106, F.A.C. Copies of Sections 28-106.201 and 28-106.301, F.A.C. are enclosed for your reference. A request for hearing must be filed with (received by) the Agency Clerk of the District at the District's Brooksville address within 21 days of receipt of this notice. `Receipt is deemed to be the fifth day after the date on which this notice is deposited in the United States mail. Failure to file a request for hearing within this time period shall constitute a waiver of any right you or such person may have to request a hearing under Sections 120.569 and 120.57, F.S: Permit No.: 47015315.002 August 12, 2003 .Page 2 Clearwater October 17, 2005 s • CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W . MYCLEARWATER. COM RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 401 MCMULLEN BOOTH RD (FLS2005-09076) To Surrounding Property Owners: As a property owner within 200 feet of 401 MCMULLEN BOOTH RD, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development approval to establish a utility/infrastructure facility within the Open Space/Recreation District under the provisions of Section 2-1403.H.. On November 03, 2005, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determiniation, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The earliest date that the City will make a decision on the application will be November 03, 2005. The City encourages you to participate in the review of this application. You may contact me at 562-4567x2504 orScott.Kurleman@myclearwater.com for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case; which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting on November 03, 2005 . An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. You may access our Planning Department through the City's website: www.myclearwater.com. Sincerely yours, Scott Kurleman Planner II r7 ?.? I11 D - NOV 7 2005 i PLANNING & DEVELOPMENT SERVICES L - C?-•„ nr - -ARWATER Letter of Notification - FLS2005-09076 - 401 MCMULLEN BOOTH RD 0 • 0 CITY OF CLEARWATER Clearwater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 0 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W.MYCLEARWATER. COM October 17, 2005 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 401 MCMULLEN BOOTH RD (FLS2005-09076) To Surrounding Property Owners: As a property owner within 200 feet of 401 MCMULLEN BOOTH RD, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development approval to establish a utility/infrastructure facility within the Open Space/Recreation District under the provisions of Section 2-1403.H.. On November 03, 2005, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determiniation, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The earliest date that the City will make a decision on the application will be November 03, 2005. The City encourages you to participate in the review of this application. You may contact me at 562-4567x2504 orScott.Kurleman@myclearwater.com for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case; which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting on November 03, 2005. An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. You may access our Planning Department through the City's website: www.myclearwater.com. Sincerely yours, s Scott Kurleman Planner II ! NOV - 7 2005 1 J PLANNING & DEVELOPM--NT SERVICES C- t,- rARWATER _ Letter of Notification - FLS2005-09076 - 401 MCMULLEN BOOTH RD C F-L S 21oS-- 0`I 07Co ? , ej o p po -? ? Yf ? =S ? \,.4 A nP-?(4 ajlt,Q CA- Z ot-/-L P aj-)-6 ct"s ww i NOV-429 PLANNING & DEVELOPMENT SERVICES CI-,, OF C!. EARWATER 7 3iv? CIF ???' FL, -7 p? o ? ZONING DISTRICTS Section 2-1402. Minimum standard development. § 2-1403 The following uses are Level One permitted uses in the OSR District subject to the minimum standards set out in this section and other applicable provisions of Article 3. ?able 2-1402. "OSR" District Minimum Development Standards Min. Lot Area Min. Lot Max. Height Min. Off-Street Use (sq. ft.) Width (ft.) Min. Setbacks (ft.) (ft.) Parking Front Side Rear Open Space n/a n/a n/a n/a n/a n/a 1 per 40,000 SF land area 1 per 20,000 SF land area or as determined by the community Parks and Recreation Facilities n/a n/a 25 20 25 30 development coordinator based on ITE Manual stan- dards (Ord. No. 6526-00, § 1, 6-15-00) Section 2-1403. Flexible standard development. The following uses are Level One permitted uses in the OSR District subject to the standards and criteria set out in this section and other applicable provisions of Article 3. Supp. No. 12 Table 2-1403. "OSR" District Flexible Stand ard Development Standards Min. Lot Size Min. Lot Max. Height Min. Off-Street Use (sq. ft.) Width (ft.) Min. Setbacks (ft.) (ft.) Parking Front Side Rear Governmental Use n/a n/a n/a n/a n/a n/a .025-5 per 10,000 SF land area or as de- termined by the Outdoor Recreation/Entertainment 2.5 acres 200 25 20 25 30 community de- velopment coor- dinator based on ITE Manual standards Overnight Accommodations n/a n/a 25 20 25 30 see Standards Parking Garages and Lots 20,000 100 25 10 20 50 n/a Public Transportation Facilities n/a n/a n/a n/a n/a .10 n/a Restaurants 40,000 200 25 20 25 30 10 per 1,000 SF GFA Retail Sales and Service 40,000 200 25 30 4 per 1,000 SF GFA ?Ud ty/In&astructure Faciliti n/a 25 10 20 n/a CD2:115 • ZONING DISTRICTS 2. Outdoor signage related to the restaurant is limited to 12 square feet of total sign face or 25 percent of the face of a sign for the principal recreation use. G. Retail sales and services. 1. The goods and services which are avail- able are limited to goods and services directly related to recreational activities; 2. The gross floor area of the retail sales and service use does not exceed 2,500 square feet; 3. Outdoor signage related to the retail sales and service use is limited to six square feet of total sign face or 25 percent of the face of a sign for the principal recreation use of the property on which the use is locate 141-?U7lity/infrastructure facilities. '3 above ground structures are located adjacent to a street right-of-way; § 2-1404 2. above ground structure, other than permitted telecommunication towers and utility distribution lines located on or along a rear lot line, shall be screened from view by a landscaped opaque wall or fence which is at least two-thirds the height of the above ground structure, land- scaped with trees which will five years after installation substantially obscure the fence or wall and the above ground struc- ure; 3. a utility/infrastructure facility shall be :accessory to the principal use of the prop- erty. (Ord. No. 6526-00, § 1, 6-15-00) Section 2-1404. Flexible development. The following uses are Level Two permitted uses in the OSR District subject to the standards and criteria set out in this section and other applicable provisions of Article 3. Table 2-1404. "OSR" District Flexible Si d Deuelopment Standards Min. Lot Size Min. Lot Max. Height Min. Off-Street use (sq. ft.) Width (ft.) Min. Setbacks (ft.) (ft.) Parking Front Side Rear Determined by the community development Comprehensive Infill Redevelopment coordinator Project(1) n/a n/a n/a n/a n/a n/a based on the specific use and/or ITE Manual stan- dards (1) Any use approved for a Comprehensive Infll Redevelopment Project shall be permitted by the underlying Future Land Use Plan Map designation. Flexibility criteria: A. Comprehensive infill redevelopment project. 1. The development or redevelopment of the parcel proposed for development is other- wise impractical without deviations from one or more of the following: use; inten- sity; other development standards; 2. The development of the parcel proposed for development as a comprehensive infill redevelopment project will not reduce the fair market value of abutting properties; 3. The uses within the comprehensive infill redevelopment project are otherwise per- mitted in the City of Clearwater; 4. The uses or mix of uses within the com- prehensive infill redevelopment project are compatible with adjacent land uses; Supp. No. 12 CD2:117 A' 9.05 am Case Number: FLS2005-09076 1-01 MCMULLEN BOOTH RD Owner(s): City Of Clearwater Po Box 4748 Clearwater, F133758 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Representative: Mckim & Creed, Pa 1365 Hamlet Avenue Clearwater, F133756 TELEPHONE: 442-7196, FAX: 461-3827, E-MAIL: mchiavaroli@mckimcreed.com Location: 22.20 acres located approximately 370 feet north of the intersection of Drew Street and McMullen Booth Road. Atlas Page: 283A Zoning District: OS/R, Open Space/Recreation Dist Request: Flexible Standard Development approval to establish a utility/infrastructure facility within the Open Space/Recreation District under the provisions of Section 2-1403.H. Proposed Use: Utility/infrastructure facilities Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F133761 2544 Frisco Drive TELEPHONE: 727-725-3345, FAX: No Fax, E-MAIL: Djw@gte.net Neighborhood Del Oro Groves Estates Assoc Association(s): Clearwater, F133762 P O Box 17605 TELEPHONE: 726-5279, FAX: No Fax, E-MAIL: No Email Presenter: Scott Kurleman, Planner II Attendees Included: Neil Thompson, Lenny Rickard, Scott Rice, and Scott Kurleman The DRC reviewed this application with the following comments: General Engineering: 1 . No Issues. Environmental: 1 . No Issues. Fire: 1 . No issues Harbor Master: 1 . No issues. Legal: I , No issues. Land Resources: 1 . No Issues. Landscaping: I . No issues. Parks and Recreation: I . No issues - bldg for reclaimed water pumps and controls Stormwater: 1 , Prior to Building Permits: 1. Provide a grading plan to demonstrate how runoff will drain to the pond. Solid Waste: 1 . No issues. Traffic Engineering: 1 . No Issues. , Planning: 3 fe It 1 . What is the project value? W 2. Must provide a six foot high solid wood fence appropriately landscaped. Other: No Comments Notes: Sufficient. Development order being issued with conditions. Development Review Agenda - Thursday, November 3, 2005 - Page 3 0 0 1--- s V-1 0 ilk 0 0 Oct. 31 2005 05:05PM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94613827 Oct.31 05:04PM 00'37 SND 01 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. ; FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX (435-7329). 0 9 Page 1 of 1 Kurleman, Scott From: jb Dohnbretherton@yahoo.com] Sent: Tuesday, November 01, 2005 11:35 AM To: Kurleman, Scott Subject: RE: 401 McMullen Booth Rd (FLS2005-09076) Dear Scott I strongly oppose the construction of a utility bldg to house pumps .... Can't the city find another place more suitable than a park?? It's starting to look like the inner city of New Jersey with that overpass and what not. Now a utility bldg??? Come on now...You need to shake some sense in to whoever came up with this boner ! ! ! Thanks Richard Bretherton 3104 Wolfe Rd Clearwater, Fl 33759 Yahoo! FareChase - Search multiple travel sites in one click. 11/1/2005 LL CITY OF CLEARWATER ° Cie arwater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W .MYCLEARWATER. COM October 17, 2005 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 401 MCMULLEN BOOTH RD (FLS2005-09076) To Surrounding Property Owners: As a property owner within 200 feet of 401 MCMULLEN BOOTH RD, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development approval to establish a utility/infrastructure facility within the Open Space/Recreation District under the provisions of Section 2-1403.H.. On November 03, 2005, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determiniation, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The earliest date that the City will make a decision on the application will be November 03, 2005. The City encourages you to participate in the review of this application. You may contact me at 562-4567x2504 orScott.Kurleman@myclearwater.com for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case; which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting on November 03, 2005 . An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. You may access our Planning Department through the City's website: www.myclearwater.com. Sincerely yours, _ X 4 A?Z,? Scott Kurleman Planner II Letter of Notification - FLS2005-09076 - 401 MCMULLEN BOOTH RD 0 • 0 CITY OF CLEARWATER ° Clearwater October 17, 2005 PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W . MYCLEARWATER. C OM RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 401 MCMULLEN BOOTH RD (FLS2005-09076) To Surrounding Property Owners: As a property owner within 200 feet of 401 MCMULLEN BOOTH RD, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development approval to establish a utility/infrastructure facility within the Open Space/Recreation District under the provisions of Section 2-1403.H.. On November 03, 2005, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determiniation, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The earliest date that the City will make a decision on the application will be November 03, 2005. The City encourages you to participate in the review of this application. You may contact me at 562-4567x2504 orScott.Kurleman@myclearwater.com for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case; which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting on November 03, 2005 . An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. You may access our Planning Department through the City's website: www.myclearwater.com. Sincerely yours, f ??A? Scott Kurleman Planner H letter of Notification - FLS2005-09076 - 401 MCMULLEN BOOTH RD f BAKER, NICHOLAS A BAKER, MARY 915 HARBOR HILL DR SAFETY HARBOR FL 34695 - 4132 RODE, DAVID P 240 N BAYSHORE BLVD # 108 CLEARWATER FL 33759 - 3820 LESKANICH, CLARENCE R 210 N BAYSHORE BLVD # 205 CLEARWATER FL 33759 - 3810 VINSON, CAROLYN B THE 1739 STAYSAIL DR VALRICO FL 33594 - 4434 QUATMAN, MICHELLE LEA 316 N BAYSHORE BLVD # 101 CLEARWATER FL 33759 - 3826 PETTIT, THOMAS PETTIT, LORI 75 CORAL DR SAFETY HARBOR FL 34695 - 2008 LOMBARDI, JANET S 316 N BAYSHORE BLVD #107 CLEARWATER FL 33759 - 3827 HANNA, PATRICIA G 510 PARK STN ST PETERSBURG FL 33710 - 6744 JOHNSON, RICHARD C JOHNSON, MARCIA G 316 N BAYSHORE BLVD # 205 CLEARWATER FL 33759 - 3829 --l a/ /,,16 /C1?? CONWAY, BLANCHE M 240 N BAYSHORE BLVD # 201 CLEARWATER FL 33759 - 3821 DINKEL, BETTY L 240 N BAYSHORE BLVD # 204 CLEARWATER FL 33759 - 3821 WOODROW, DARRELL J 240 N BAYSHORE BLVD # 207 CLEARWATER FL 33759 - 3822 STOCKI, ERIC A 316 N BAYSHORE BLVD # 102 CLEARWATER FL 33759 - 3826 JOHNSON, RUBY E G 1474 WOODSTREAM DR OLDSMAR FL 34677 - 4832 CARPENTER, RICHARD B CARPENTER, ADRIENNE J 700 BILTMORE WAY STE 1406 CORAL GABLES FL 33134 - 7564 LUECK, KENNETH W LUECK, ROXANA 316 N BAYSHORE BLVD # 203 CLEARWATER FL 33759 - 3828 WISZOWATY, MARK L 316 N BAYSHORE BLVD # 206 CLEARWATER FL 33759 - 3829 WAYO, WAYNE G MAYO, ROSEMARY D 240 N BAYSHORE BLVD # 107 CLEARWATER FL 33759 - 3820 HARVEY, JINENE L 240 N BAYSHORE BLVD J# 202 CLEARWATER FL 33759 - 3821 YOUNG, CHARLES G YOUNG, ZELIA 1414 OLD MILL POND RD LOUISVILLE KY 40242 - 3626 BELFANTE, ERNEST E 240 N BAYSHORE BLVD # 208 CLEARWATER FL 33759 - 3822 PERREVE, CHRISTIANE D 316 N BAYSHORE BLVD # 103 CLEARWATER FL 33759 - 3826 BAKER, JAMES S 3026 GRANDVIEW AVE CLEARWATER FL 33759 - 3407 ROBSON, SANDRA K 3142 STONYBROOK LN PORT HURON MI 48060 - 1605 BAKER, NICHOLAS A 915 HARBOR HILL DR SAFETY HARBOR FL 34695 - 4132 ALPHONSO, WENDY M MASON, MATTHEW 4113 AVENUE K BROOKLYN NY 11210 - 4934 ROBSON, JAMES D KRESS, NANCY G COSGROVE, JANET 316 N BAYSHORE BLVD # 208 320 N BAYSHORE BLVD # 101 320 N BAYSHORE BLVD # 102 CLEARWATER FL 33759 - 3829 CLEARWATER FL 33759 - 3830 CLEARWATER FL 33759 - 3830 MC LEAN, ANGELA 428 MORELAND AVE ATLANTA GA 30307 - 1423 MC CABE, GINETTE C 3077 MERRILL AVE CLEARWATER FL 33759 - 3450 RYAN PROPERTY MGMT INC 7999 2ND AVE S ST PETERSBURG FL 33707 - 1023 VERNON, EDWARD F TRUST V ERNON, EDWARD F THE 320 N BAYSHORE BLVD # 204 CLEARWATER FL 33759 - 3832 SIMMONS, ESTELLE M W 3166 MACDONALD DR CLEARWATER FL 33759 - 4411 DONOVAN, MARILYN J 360 N BAYSHORE BLVD # 102 CLEARWATER FL 33759 - 3835 KULIG, JEFFREY 360 N BAYSHORE BLVD # 105 CLEARWATER FL 33759 - 3836 O-NEAL, SUZANNE 360 N BAYSHORE BLVD CLEARWATER FL 33759 - 3855 PROKO,BARBARA 360 N BAYSHORE BLVD # 203 CLEARWATER FL 33759 - 3837 HUMBERSTONE, ROBERT G HUMBERSTONE, PATRICIA E 308 PARKSIDE LN SAFETY HARBOR FL 34695 - 2144 *USHER, MARK S 7855 ARGYLE FOREST BLVD # 703 JACKSONVILLE FL 32244 - 7705 KLEEMAN, PAUL H III 320 N BAYSHORE BLVD # 107 CLEARWATER FL 33759 - 3831 WILLIAMSON, SUSAN B 1608 HUNTINGTON PL SAFETY HARBOR FL 34695 - 5233 YOUNG, ALICE V THE 320 N BAYSHORE BLVD # 205 CLEARWATER FL 33759 - 3833 LIVINGSTONE, R SCOTT THE 895 S GULFVIEW BLVD CLEARWATER FL 33767 - 3031 BROWN, ANA G BROWN, MICHAEL 360 N BAYSHORE BLVD # 103 CLEARWATER FL 33759 - 3835 KENNY, JOHN PATRICK 360 N BAYSHORE BLVD # 106 CLEARWATER FL 33759 - 3836 MANGO, JULIE TRUST MANGO, JULIE THE 1477 WEST FLINT LN ROMEOVILLE IL 60446 - 5240 GOODIER, MELODEE A 360 N BAYSHORE BLVD # 204 CLEARWATER FL 33759 - 3837 LAWES, TONY LAWES, JILL KILLDEER FARM R R # 2 CALEDON ON LON 1 CO 00030 - CANADA WCALES, GINETTE C 3077 MERRILL AVE CLEARWATER FL 33759 - 3450 OLDEN, DENNIS R 610 W SWANN AVE TAMPA FL 33606 - 2728 ROSARIO, RAMON ROSARIO, IRIS 131 BLUFFVIEW DR # 203 BELLEAIR BLUFFS FL 33770 - 1331 WHITEHEAD, JAMES J WHITEHEAD, SHARON E 103 E AUSTIN ST VERSAILLES IN 47042 - 9463 FRAME, MELISSA J 360 N BAYSHORE BLVD # 101 CLEARWATER FL 33759 - 3835 SCHENK, JOHN C 3432 STATE ROAD 580 # 309 SAFETY HARBOR FL 34695 - 4968 FEINGOLD, HOWARD I 360 N BAYSHORE BLVD # 107 CLEARWATER FL 33759 - 3836 MITCHELL, BARBARA A 360 N BAYSHORE BLVD # 202 CLEARWATER FL 33759 - 3837 KAYE, ED A KAYE, LESLIE A 1976 GULF BLVD # 303 INDIAN SHORES FL 33785 - 2958 PAPPAS, GEORGE N 360 N BAYSHORE BLVD # 208 CLEARWATER FL 33759 - 3838 HARBOUR TOWNE CONDO ASSN 552 MAIN ST SAFETY HARBOR FL 34695 - 3549 C LOONAN, MERL C CLOONAN, ALDORA M 9010 63RD AVE E BRADENTON FL 34202 - 9647 YOUNG, JAMES E THE YOUNG, KATHLEEN R THE 4936 GRAYSON GREEN LN MORGANTON NC 28655 - 5520 SCHARMER, STEVEN C 380 N BAYSHORE BLVD # 201 CLEARWATER FL 33759 - 3841 SARAGO, FRANK J 275 IRON AGE ST SAFETY HARBOR FL 34695 - 4059 HEFTER, TODD T HEFTER, RICHARD J 380 N BAYSHORE BLVD # 207 CLEARWATER FL 33759 - 3842. SCHIERLE, REINHOLD SCHIERLE, KATHERINE 1377 N JERUSALEM RD EAST MEADOW NY 11554 - 4538 KAYE, LESLIE 19710 GULF BLVD # 303 INDIAN SHORES FL 33785 - 2383 ANTONELLI, DONNA 400 N BAYSHORE BLVD # 108 CLEARWATER FL 33759 - 3844 OOTTER, TODD P 380 N BAYSHORE BLVD # 101 CLEARWATER FL 33759 - 3839 HUFFMAN, RUBY S 380 N BAYSHORE BLVD # 104 CLEARWATER FL 33759 - 3839 KAYE, EDWARD KAYE, LESLIE A 19710 GULF BLVD # 303 INDIAN SHORES FL 33785 - 2383 GREEN, REGIS F GREEN, PATRICIA M 408 MARSHALL ST SAFETY HARBOR FL 34695 - 2754 KAYE, JOSHUA A 380 N BAYSHORE BLVD # 205 CLEARWATER FL 33759 - 3842 OLSZEWSKI, MATTHEW 380 N BAYSHORE BLVD # 208 CLEARWATER FL 33759 - 3842 MALMSTROM, LISA 1474 NORTHGATE DR NAPLES FL 34105 - 2177 ANDERSON, INGRID S ANDERSON, WILLIAM H 400 N BAYSHORE BLVD # 106 CLEARWATER FL 33759 - 3844 MITCHELL, LAURIE D 400 N BAYSHORE BLVD # 201 CLEARWATER FL 33759 - 3845 WE GROOT, RALPH T 380 N BAYSHORE BLVD # 102 CLEARWATER FL 33759 - 3839 WOLSEY, KATHLEEN 13725 80TH AVE SEMINOLE FL 33776 - 3408 LINCOLN, DIANA L 233 HARRINGTON AVE WARWICK RI 02888 - 2450 HINTON, ROBERT M 380 N BAYSHORE BLVD # 203 CLEARWATER FL 33759 - 3841 VAN DEWARK, MARCIA VAN DEWARK, JAMES 5303 G CHESTNUTRIDGE RD ORCHARD PARK NY 14127 - 3279 KAYE, ED A KAYE, LESLIE A 1976 GULF BLVD # 303 INDIAN SHORES FL 33785 - 2958 WHITNEY, DONNA M 2524 EAGLE CREST CT HOLIDAY FL 34691 - 7833 WESTON, LINDA 2 OLIVE HOUSE HURSTWOOD RD HIGH HURSTWOOD EAST SUSSEX TN22 4BD 00009 BATZ, ROBERT J BATZ, MICHAEL G PO BOX 700 PALM HARBOR FL 34682 - 0700. WIITALA, ALAN S BOUCK, DAVID BAKER, WILLIAM K WIITALA, KAREN A 400 N BAYSHORE BLVD # 204 BAKER, BERNIECE G 5822 DAYBREAK TER CLEARWATER FL 33759 - 3845 3008 ASHCOMB CT BALTIMORE MD 21206 - 2216 RED LION PA 17356 - 9600 CLEARWATER, CITY OF .BROWN, KENNETH M PO BOX 4748 421 N MCMULLEN BOOTH RD CLEARWATER FL 33758 - 4748 CLEARWATER FL 33759 - 3416 MOFFETT, ALLEN E MOFFETT, PHYLLIS J 3113 WOLFE RD CLEARWATER FL 33759 - 3542 GIVENS, DAVID M 3117 WOLFE RD CLEARWATER FL 33759 - 3542 ESKEW, JULIA B THE 501 MCMULLEN BOOTH RD CLEARWATER FL 33759 - 3418 KELLER, GERALDINE V 3121 WOLFE RD CLEARWATER FL 33759 - 3542 COBB, PHILIP 3125 WOLFE RD CLEARWATER FL 33759 - 3542 KINSEHER, THOMAS H KINSEHER, THEA H 3124 WOLFE RD CLEARWATER FL 33759 - 3541 BRETHERTON, RICHARD J BRETHERTON, LINDA G 3104 WOLFE RD CLEARWATER FL 33759 - 3541 MANN, STEPHEN A MANN, JANE E 3195 CHAMBLEE LN CLEARWATER FL 33759 - 3715 HEEZEN, DAVID X HEEZEN, DONNA C 341 CALAIS LN CLEARWATER FL 33759 - 3706 SPEETS, RUTH A 3166 CHAMBLEE LN CLEARWATER FL 33759 - 3707 PRZYBECK, RALPH M 3127 WOLFE RD CLEARWATER FL 33759 - 3542 GENTRY, JOHN W 3120 WOLFE RD CLEARWATER FL 33759 - 3541 O'BOYLE, TIMOTHY P 3108 WOLFE RD CLEARWATER FL 33759 - 3541 MOOTS, GARY MOOTE, LICIA 3194 CHAMBLEE LN CLEARWATER FL 33759 - 3700 MARTIN, THEODORE E 301 CALAIS LN CLEARWATER FL 33759 - 3706 PRESTIPINO, ANTHONY PRESTIPINO, DOLORES C 260 CALAIS LN CLEARWATER FL 33759 - 3703 HALL, JEFFREY EARL REVOCABLE L HALL, JEFFREY EARL THE 3132 WOLFE RD CLEARWATER FL 33759 - 3541 MC NEIL, AUDREY E SURVIVOR'S R MC NEIL, AUDREY E THE 3116 WOLFE RD CLEARWATER FL 33759 - 3541 GALUS, BOGUSLAW GALUS,DANUTA 3112 WOLFE RD CLEARWATER FL 33759 - 3541 STONE, GUINDAL N 3190 CHAMBLEE LN CLEARWATER FL 33759 - 3700 SCHOFER, ESTER E 261 CALAIS LN CLEARWATER FL 33759 - 3704 RUSSELL, CHARLES A RUSSELL, CYNTHIA J 300 CALAIS LN CLEARWATER FL 33759 - 3705 THURMAN, ELIZABETH A BUCK, WILLIAM H II BERNARD, DELROY B 340 CALAIS LN BUCK, VIRGINIE E O'CONNOR, ICYLIN B CLEARWATER FL 33759 - 3705 3169 BORDEAUX LN 3163 BORDEAUX LN CLEARWATER FL 33759 - 3702 CLEARWATER FL 33759 - 3702 SCIVALLY, MICHAEL P SCIVALLY, JOHANNA M 3157 BORDEAUX LN CLEARWATER FL 33759 - 3702 HODGES, RAY HODGES, SHARON K 3139 BORDEAUX LN CLEARWATER FL 33759 - 3702 SWANBERG, SCOTT D TRISKA, LORI M 3121 BORDEAUX LN CLEARWATER FL 33759 - 3702 HEISHMAN, BARBARA L 3108 BORDEAUX LN CLEARWATER FL 33759 - 3701 BERGHOFF, PHILIP J BERGHOFF, AVA A 3126 BORDEAUX LN CLEARWATER FL 33759 - 3701 FINSTEIN, MARGARET A 4208 WINDING MOSS TRL # 202 TAMPA FL 33613 - 6203 MATHEWS, SALLY 3162 BORDEAUX LN CLEARWATER FL 33759 - 3701 MARICH, MICHAEL N 701 E MADERA AVE CLEARWATER FL 33759 - 3504 HUNGERFORD, C STUART III 3168 SAN MATEO ST CLEARWATER FL 33759 - 3529 OUMMINS, DONALD E CUMMINS, SUSAN 3151 BORDEAUX LN CLEARWATER FL 33759 - 3702 LOSONCZY, STEPHEN R LOSONCZY, IRENE D 3133 BORDEAUX LN CLEARWATER FL 33759 - 3702 KELLY, MICHAEL S KELLY, LINDA K 3115 BORDEAUX LN CLEARWATER FL 33759 - 3702 ORSELLO, JOHN A 3114 BORDEAUX LN CLEARWATER FL 33759 - 3701 KASSON, GAIL 3132 BORDEAUX LN CLEARWATER FL 33759 - 3701 BIESECKER, HAROLD BIESECKER, NANCY 3150 BORDEAUX LN CLEARWATER FL 33759 - 3701 DANIELS, LESLIE K 3168 BORDEAUX LN CLEARWATER FL 33759 - 3701 BRYAN, DAVID W 3158 SAN MATEO ST CLEARWATER FL 33759 - 3529 PAPENFUSS, ROBERT L 3174 SAN MATEO ST CLEARWATER FL 33759 - 3529 OLGAN, EUGENE F EGAN, MARIE LINDA 3145 BORDEAUX LN CLEARWATER FL 33759 - 3702 COCHRANE, EDWARD R 3127 BORDEAUX LN CLEARWATER FL 33759 - 3702 EAKER, HELEN L 3109 BORDEAUX LN CLEARWATER FL 33759 - 3702 NUNEZ, HAROLD NUNEZ, REBECCA 3120 BORDEAUX LN CLEARWATER FL 33759 - 3701 RUNKLE, DONALD R RUNKLE, ELIZABETH P 3625 FAIRWAY FOREST CIR PALM HARBOR FL 34685 - 1000 SCHRA, KRISTINA K 3156 BORDEAUX LN CLEARWATER FL 33759 - 3701 HERSHFELT, PHILIP H HERSHFELT, DOROTHY R. 3162 SAN MATEO ST CLEARWATER FL 33759 - 3529 GALBRAITH, MILTON A JR. GALBRAITH, CONSTANCE W 3180 SAN MATEO ST CLEARWATER FL 33759 - 3529 SWARTZ, DONNA E D DOUGHERTY, JESSE J DUGUAY, FREDERICK L III 700 MONTEREY AVE 3404 ROCHELLE CT DUGUAY, ELAINE J CLEARWATER FL 33759 - 3511 CLEARWATER FL 33761 - 1366 3157 SAN MATEO ST CLEARWATER FL 33759 - 3530 SASO, FRANCIS P SASO, MARY L 3163 SAN MATEO ST CLEARWATER FL 33759 - 3530 NAISMITH, ROBERT J 3181 SAN MATEO ST CLEARWATER FL 33759 - 3530 AZNEER, JAY B LEVINE, SAMUEL W 3130 THOMAS RD CLEARWATER FL 33759 - 3539 MILES, WENDY 608 MADERA AVE CLEARWATER FL 33759 - 3501 ELLIS, MARK E ELLIS, ELIZABETH S 3200 SAN MATEO ST CLEARWATER FL 33759 - 3531 DAVIS, W LAWRENCE DAVIS, SHIRLEY A 3224 SAN MATEO ST CLEARWATER FL 33759 - 3531 STANKE, KENNETH N II MORGAN, LETICIA L 3240 SAN MATEO ST CLEARWATER FL 33759 - 3630 HOLE, ELIZABETH JO HOLE, SEAN M 3268 SAN MATEO ST CLEARWATER FL 33759 - 3630 CURTIS, GARY J 605 MONTEREY AVE CLEARWATER FL 33759 - 3510 WORKMAN-OWENS, CHRISTINE OWENS, LEON A 3225 SAN MATEO ST CLEARWATER FL 33759 - 3532 0ORREALE, JOSEPH C JR 3169 SAN MATEO ST CLEARWATER FL 33759 - 3530 KORB, HAROLD W KORB, PATTY J 3187 SAN MATEO ST CLEARWATER FL 33759 - 3530 SMADES, KATHLEEN SMADES, JOEL 3136 THOMAS RD CLEARWATER FL 33759 - OTTAVIANO, CHARLES T OTTAVIANO, AMY R 3137 SAN MATEO ST CLEARWATER FL 33759 - 3528 JENSEN, JAMES K JENSEN, CARLA M 3212 SAN MATEO ST CLEARWATER FL 33759 - 3531 KESSENICH, CATHY R KESSENICH, THOMAS G PO BOX 773 SAFETY HARBOR FL 34695 - 0773 SCHENK, SANDRA W GIVENS, EUGENE L 3250 SAN MATEO ST CLEARWATER FL 33759 3630 DE CROTEAU, REBECCA J 700 MAXIMO AVE CLEARWATER FL 33759 - 3613 BRADSHAW, PATRICIA A 3211 SAN MATEO ST CLEARWATER FL 33759 - 3532 STORY, COLEEN M 3229 SAN MATEO ST CLEARWATER FL 33759 - 3532 IDSCHULTZ, JUNE D 3175 SAN MATEO ST CLEARWATER FL 33759 - 3530 GALUS, ANDRZEJ 3124 THOMAS RD CLEARWATER FL 33759 - 3539 GOWANNY, NAGIB R GOWANNY, ISIS Z 3142 THOMAS RD CLEARWATER FL 33759 - 3539 HAYES, KENNETH M HAYES, KIMBERLY A 3131 SAN MATEO ST CLEARWATER FL 33759 - 3528 POUCHER, SANDRA LAVIGNE, CHRISTINE T 3214 SAN MATEO ST CLEARWATER FL 33759 - 3531 BUTLER, BRIAN T BUTLER, STACEY R 3236 SAN MATEO ST CLEARWATER FL 33759 - 3531 MOREL, STEVEN E MOREL, MARY E 3260 SAN MATEO ST CLEARWATER FL 33759 - 3630 BAKER, CLINTON A BAKER, MARY C 701 MAXIMO AVE CLEARWATER FL 33759 - 3614 BRADY, ROY E 3215 SAN MATEO ST CLEARWATER FL 33759 - 3532 CASEY, DONALD E CASEY, LUCILE O 3235 SAN MATEO ST CLEARWATER FL 33759 - 3532 KIEHL, E ROBERT KIEHL, MARGARET E 3241 SAN MATEO ST CLEARWATER FL 33759 - 3629 RAMPACEK, DAVID J 3261 SAN MATEO ST CLEARWATER FL 33759 - 3629 SPREADBURY, ROBERT J SPREADBURY, MARGARET 3303 SAN MATEO ST CLEARWATER FL 33759 - 3632 ARCIERI, FRANK ARCIERI, JEANNIE W 550 N BAYSHORE BLVD CLEARWATER FL 33759 - 3603 BAKER, JAMES S BAKER, NICHOLAS A 3026 GRAND VIEW AVE CLEARWATER FL 33759 - 3407 TOMPKINS, JULIE R 205 SW 75TH ST # 6R GAINESVILLE FL 32607 - 1749 STINSMAN, ANTHONY M 230 N BAYSHORE BLVD # 201 CLEARWATER FL 33759 - 3817 LEATHERWOOD, SONJA M LIV TRUST 1367 LAKE VIEW DR ASHLAND MS 38603 - 6742 HANDEL, MARSHA N 230 N BAYSHORE BLVD # 207 CLEARWATER FL 33759 - 3818 &ORIAN, JAMES C DORIAN, MAREA L 3249 SAN MATEO ST CLEARWATER FL 33759 - 3629 COCKERHAM, DANIEL W 3267 SAN MATEO ST CLEARWATER FL 33759 - 3629 BOTKIN, JAMES I BOTKIN, MATILDA A 3311 SAN MATEO ST CLEARWATER FL 33759 - 3632 GUTIERREZ, HAROLD H 14809 SW 176TH TER MIAMI FL 33187 - 6760 MC CABE, GINETTE C 3077 MERRILL AVE CLEARWATER FL 33759 - 3450 KIEHL, E ROBERT KIEHL, MARGARET E 3241 SAN MATEO ST CLEARWATER FL 33759 - 3629 VIGNONE, CHRISTOPHER M ALVAREZ, JUAN 230 N BAYSHORE BLVD # 202 CLEARWATER FL 33759 - 3817 MADLEY, WILLIAM A 300 CORBETT ST CLEARWATER FL 33756 - 3304 COYLE, ELIZABETH J THE 230 N BAYSHORE BLVD # 208 CLEARWATER FL 33759 - 3818 OIERNDON, JEFFREY K HERNDON, DEBBIE 3255 SAN MATEO ST CLEARWATER FL 33759 - 3629 REED, JANET M 3273 SAN MATEO ST CLEARWATER FL 33759 - 3629 FENSKE, ALLEN J FENSKE, RHONDA L 500 N BAYSHORE BLVD CLEARWATER FL 33759 - 3603 BROWN, ERIC A 230 N BAYSHORE BLVD # 102 CLEARWATER FL 33759 - 3815 ROBERTS, THOMAS S PO BOX 349 LOUDON TN 37774 - 0349 BENDECK, CHRISTIE BENDECK, NASSRY 230 N BAYSHORE BLVD # 108 CLEARWATER FL 33759 - 3816 CRITCHLEY, JOSEPH E 423 LOTUS PATH CLEARWATER FL 33756 - 3831 MUNSON-SMIT, LYDIA 230 N BAYSHORE BLVD CLEARWATER FL 33759 - 3834 ROCCO, PIETRO 2922 SHORE DR SAFETY HARBOR FL 34695 - 4730 STRALEY, ROBERT B THE LARSEN, DAVID A BROWN, LUCINDA J 240 N BAYSHORE BLVD # 102 220 N BAYSHORE BLVD # 203 60 BAY WOOD DR CLEARWATER FL 33759 - 3819 CLEARWATER FL 33759 - 3813 SAFETY HARBOR FL 34695 - 5401 PENSADO, SERGIO G ELISE, KATHRYN A ODE SALVIA, MICHAEL 1727 COACHMAN PLAZA DR 400 N BAYSHORE BLVD # 207 400 BAYSHORE BLVD # 208 CLEARWATER FL 33759 - 1905 CLEARWATER FL 33759 - 3846 CLEARWATER FL 33759 - 3846 CALLAHAN, CHERYL PO BOX 6016 CLEARWATER FL 33758 - 6016 JONES, ROBIN L MANCUSO, ANTHONY 420 N BAYSHORE BLVD # 102 CLEARWATER FL 33759 - 3849 DOLIBOA, PATRICIA 1956 VALENCIA WAY CLEARWATER FL 33764 - 6628 WHITTEN, ARTHUR D 420 BAYSHORE BLVD # 104 CLEARWATER FL 33759 - 3849 GALUS, ANDRZEJ 420 N BAYSHORE BLVD # 107 CLEARWATER FL 33759 - 3850 LABER, DAVID C LABER, DONNA J 420 N BAYSHORE BLVD # 202 CLEARWATER FL 33759 - 3851 POWELL, VICTORIA A 420 N BAYSHORE BLVD # 205 CLEARWATER FL 33759 - 3852 O'LEARY, REGIS 420 N BAYSHORE BLVD # 208 CLEARWATER FL 33759 - 3852 POST, JOEL 420 BAYSHORE BLVD # 105 CLEARWATER FL 33759 - 3850 CASTRO, MARY F 420 N BAYSHORE BLVD # 108 CLEARWATER FL 33759 - 3850 LABER, DEAN A 420 N BAYSHORE BLVD # 203 CLEARWATER FL 33759 - 3851 HARVEY, BARBARA L 420 N BAYSHORE BLVD # 206 CLEARWATER FL 33759 - 3852 YOUNG, JOYCE 3077 HOYT AVE CLEARWATER FL 33759 - 3444 MORI, LAWRENCE K. 900 COVE CAY DR # 4H CLEARWATER FL 33760 - 1214 NEWSOM, JENNIFER R CLAUS, JOSEPH R 420 N BAYSHORE BLVD # 201 CLEARWATER FL 33759 - 3851 GREENE, THOMAS J GREENE, ENID T 1012 OSPREY CT TARPON SPRINGS FL 34689 - 7126 DOMINGUEZ, LUIS E DOMINGUEZ, RITA 420 N BAYSHORE BLVD # 207 CLEARWATER FL 33759 - 3852 401 Mc Mullen Booth Rd FLS2005-09076 SK `o CITY OF CLEARWATER Clearwater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W . MY CLEARWATER. C OM October 17, 2005 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 401 MCMULLEN BOOTH RD (FLS2005-09076) To Surrounding Property Owners: As a property owner within 200 feet of 401 MCMULLEN BOOTH RD, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development approval to establish a utility/infrastructure facility within the Open Space/Recreation District under the provisions of Section 2-1403.H.. On November 03, 2005, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determiniation, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The earliest date that the City will make a decision on the application will be November 03, 2005. The City encourages you to participate in the review of this application. You may contact me at 562-4567x2504 orScott.Kurleman@myclearwater.com for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case; which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting on November 03, 2005. An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. You may access our Planning Department through the City's website: www.myclearwater.com. Sincerely yours, Scott Kurleman Planner II Letter of Notification - FLS2005-09076 - 401 MCMULLEN BOOTH RD CITY OF CLEARWATER PLANNING DEPARTMENT 99?g7EFEo?,, POST ONCE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 Clearwater Neighborhood Coalition Doug Williams P.O. Box 8204 Clearwater, Fl 33758 F- L-1 n L-J u CITY OF CLEARWATER PLANNING DEPARTMENT A7EP;,' POST OMCE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 76 U'PAiu,rt? -71337G2, I v v `J December 15, 2005 Scott Kurleman City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, Florida 33756 RE: Drew & Union Streets Reclaimed Water System Contract 2- Booster Pump Stations Permit No.: FLS2005-09076 Dear Scott: 0992-0084 (12) ORIGINAL RECEIVED DEC 15 2005 PLANNING DEPARTMENT CITY OF CLEARWATER Please find enclosed six (6) copies of the revised stormwater calculations and the following revised drawings for your review: ? C101 ? C102 ? C103 ? L101 ? A102 The following are our responses to the DRC conunents for the above referenced project: Stormwater Comment: Provide a grading plan to demonstrate how runoff will drain to pond. Response: See revised C102. Planning Comment: What is the project value? Response: The project is valued at $1,400,000.00. Comment: Must provide a six-foot high solid wood fence appropriately landscaped. Response: Board on Board 6 -ft high fence will be provided in place the 6 -ft high fence with 1/2" spacing shown on C103. See attached approved shop drawing for project. !IvxM4&crrz?ED 1365 HAMLET AVENUE, CLEARWATER, FLORIDA 33756 TEL 727.442.7196 FAx 727.461.3827 www.mckimcreed.com AA0002667 "? Please note that the existing handball courts and horseshoe pits previously shown on C101 and C102 have been removed from the revised drawings as these are no longer present. I trust this re-submittal addresses all DRC conceals at this tune. Please call if you have any questions regarding this submittal. 3icerely, d C. Wehner, PE Project Manager C: Kelly O'Brien Tara Kivett Mitch Chiavaroli, PE ORIGINAL RECEIVED DEC 15 2005 PLANNING DEPARTMENT CITY OF CLEARWATER 4:4?**,?Mcl<JM&CREED 46. Mq([M &CREE1_! Shop Drawing Transmittal MAIL TO: Engineer: ATTN. David C. Wehner, P.E. McKim & Creed, P.A. 1365 Hamlet Aveune Clearwater, Florida 33756 M&C Project No: 0992.0084 Project Title: Drew & Union Streets RCW Contract 2 - Booster Pump Stations City No. 03-0009-EN Project Mgr.: DCW Submittal No. 31 Contractor: ATTN:. Mark Selph, Director of Resources TLC Diversified, Incorporated 271917 th Street East Palmetto, Florida 34221 Project Engineer: DCW Submittal Date: October 21, 2005 Engineers Use As Named in Substitute or Item Spec. Shop Drawing Description of Item # of Copies Contract Action Reviewed # Coples Specific ations equivalent item No. Section Manufacturer/Designer Name, Type, Capacity, Uses, etc. Received Draw Ref. Code B Returned X 1 02250 USA STEEL FENCE CO. CHAIN LINK FENCE AND GATES, WOODEN FENCE 11 C103 i'V C AA 'G n5: Z Z C7 " m ) C M rn m N v m Special Instructions j? I ) ej C!)YQ This certifies that all items submitted herewith have been checked by the contractor, are rect, and are in strict conformance with the requirements O 'f' f f h d d d d i o t e contra ow enls, except as note , an are approve for th s ? U 1 tom {'1 l 0 ?1 bo s? TD es,I h -DY-a 'I n Se-J c project. 0 ?-? u I , (J Signature and Title ' Dale V For Engineering Use Action Code Remarks 1) No Exception Taken 2) Make Corrections Noted 3) Amend and Resubmit 4) Rejected - See Remarks 5) No Action - Copy maintained for record purposes only ' ? A Installation shall proceed only when action code is 1, 2, and 5 Action 9 coded 3 shall be resubmitted within time limits set in contracts. Signed Date The Engine r s review is limited to the g co ormance with the design concept of the projec compli ce with the information given in the Contract Documents. The R idoes not relieve the Contractor form responsibility of compliance ? Contractor is responsible for correc o dimensions and their confirmation and correlation asite; for information that pertains solely to fabrication /ob with all the requirements of the contract documents. construction and for coordination of he work of all trades. a 0 0 ?? v2 ?? I 1 JOB SPECIFICATIONS ( COMPONENTS SIZE GRADE P) os 1 , 1 ???}}}} ???? PICKETS ?JJJWWW` ?? Y VVV l QY- ` PICKETS (SE D•666) `l `?(? FENCE POSTS Ar` POSTS RAIL F IV Ptr-QLV Qllj CD BACK RAILS NO. OF p 3 ? _ RAILS RAIL ? RAIL ? ?- _ " (- - - - IN, - - --4 POST NO. OF QTY. WIDTH SINGLE a? I I I ' T ---VVV/// GATES NO. OF \\ V I I I ?? ?(1AA DOUBLE m WIDTH ?( II I? - J V/ I I GATES DESIGN I' STYLE I I I I" WOOD _ I I SPECIES - - -i I _ NOTES: I . I I \N% IS NOT Q c I` -ar ti 1? l ?. • n Co 4/w K-) III,z aUnm„ , CU CT SUBMITTED TO RECE EC 15 1005 TYPICAL ELEVATION SOLID BOARD FENCE ALT. FRAMEWORK DESIGN PROJECT C ; ? n-F G??-l-ems ENGINEER STANDARD At DETAIL MERCHANTS METALS -- Thr rinf N- In r.nrr Comm -- Y DWG. NO. G, SD-608 DATE 1 D `? --U SHT OF • City of Clearwater • Drew/Union Reclaimed Water System Contract No. 2 - Booster Pump Stations (Revised 12/12/05) Flexible Standards Development Application General Summary of the Project and Site Data Table The proposed project consists of the construction of a Reclaimed Water Booster Pump Station Building that will be located within the Del Oro Park area, approximately 160 feet east of McMullen Booth Road. The parcel identifications in which the building, driveway and sidewalk will be located are 09-29-16-00000-340-0100. The listed owner is the City of Clearwater. The parcel is currently used as recreational area and parking. The area is zoned "Recreational (OS/R). The proposed building will contain pumps, motors, controls and electrical equipment for the reclaimed water transmission main along Drew Street to serve the area west of McMullen Booth Road. The building will not be occupied. The building use is "Utility/Infrastructure Facilities". The proposed building is a single story structure with a hip roof design. The building will be of masonry and stucco construction, consistent in scale and exterior detailing with the adjacent residential neighborhood. The dimensions of the building are listed in the Site Data Table. Site Data Table Land Area 967,032 sf 22.20 acres Project Limits Area 21,193 sf 0.486 acre No. of Existing Dwelling Units 0 ORIGft No. of Proposed Dwelling Units 0 Gross Floor Area 2,162 sf Parkin Spaces 0 BEC Total Paved Area 1,334 sf Landscape Materials See Landscaping Plan PbkNNING DEN Existing Easements CITY OF GLEA N/A Building Height 16-5 1/8" Median Impermeable Surface Area Ratio See Below Floor Area Ratio See Below The existing parcel includes all recreational facilities of the Del Oro Park and a proposed pedestrian bridge spanning McMullen Booth Road. The proposed pump station building and access drive have been designed and coordinated with the proposed pedestrian bridge based on the design drawings and site plan furnished by the engineering consultant. The proposed pedestrian bridge is shown on the site plans for the pump station. It is not the intent of this submittal to address the surface water management plan for the proposed pedestrian bridge or park facilities. 005 TMENT WATER The proposed Booster Pump Station Building consists of approximately 2,162 sf of floor area and approximately 1,334 sf of other impervious area (asphalt apron and concrete parking area). In the project limits area, the "impermeable surface area ratio" will be 0.219, and will increase the overall site by 0.135. The "floor area ratio" will be 0.102. The Drainage Narrative an`d........... ,,,,• supporting calculations are attached. F L?ak' Q F- A 0 • DRAINAGE NARRATIVE Del Oro Pump Station (Revised 12/12/05) This project consists of the construction of a pump station for the Drew Street / Union Street Reclaimed Water System. The scope of this project includes the construction of a 2,162 SF Pump Station, 1,334 SF of asphalt and concrete and a 200 LF+/- access drive constructed of perforated Geoweb cellular confinement system. This porous pavement system will be grassed and maximizes stormwater replenishment and minimizes runoff. This drive will be used by maintenance, delivery and emergency vehicles to service the pump station on an as needed, infrequent basis. This is a non-manned pump station and will not receive daily traffic. The project area is located in Section 9, Township 29S, Range 16E in Del Oro Park along McMullen Booth Road in Clearwater, Florida. Runoff from this site currently flows overland to a depressional area within the park and then outfalls into Copper's Bayou to the southeast (as shown on the USGS Quad Map attached). The proposed stormwater system will include a shallow percolation pond and a natural outfall that will allow overflow to naturally flow to the depressional area as it currently does. This will allow for additional percolation though the park before outfalling to Cooper's Bayou. As shown on the Modret Hydrographs (attached) the 50 year/1 hour storm produces 2,459 CF of runoff in the existing condition and 1,624 CF for the proposed condition. The shallow pond will percolate the pollution abatement volume of 883 CF within 11 hours and retain 1,414 CF from the 50 year / 1 hour storm. Construction at this site will improve recharge to the groundwater table and reduce stormwater runoff. This project is located in Flood Zone "X" as shown on the FEMA Panel No. 125096 0011 D (revised 9/19/91) attached. The soils data used in the model was taken from the Geotechnical Report prepared by Driggers Engineering (attached). ORIGINAL RECEIVED DEC 15 2005 PLANNING DEPARTMENT CITY OF CLEARWATER MODRET HYDROGRAPH DATA INPUT - RATIONAL HYDROGRAPH METHOD Project Name : Del Oro 50Yr/lHr-Pre Contributing Basin Area 0.49 ac. Runoff Coefficient C 0.34 Time of Concentration 60.00 min. Rainfall Depth 4.10 in. Storm Duration 1.00 hrs ORIGINAL RECEIVED DEC 15 2005 PLANNING DEPARTMENT CITY OF CLEARWATER Analysis Date: 12/9/2005 HYDROGRAPH : Del Oro 50Yrl1 Hr-Pre • o' • 'O r" V O O ° ` ' r 70 2 0 1 2 Time (hm) Opeak: 0.6831 ofs Time of peak: 1.0 firs Vtotal: 2,459 ft" MODRET HYDROGRAPH DATA INPUT - RATIONAL HYDROGRAPH METHOD Project Name: Del Oro 50Yr/1Hr-Post Contributing Basin Area 0.49 ac. Runoff Coefficient C 0.42 Time of Concentration 60.00 min. Rainfall Depth 4.10 in. Storm Duration 1.00 hrs ORIGINAL RECENED DEC 15 2005 pLANNING cily OF CLEARWAE Analysis Date: 12/9/2005 HYDROGRAPH : Del Oro SOYr/1Hr-Post • n O cm's rrn ? -v v N O L L ? l11 70 z 1 2 Time (hm) Qpeak: 0.8438 ds Time of peak: 1.0 hrs Vlolal: 3,038 ft' r • MODRET SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS ORIGINAL PROJECT NAME : Del Oro SOY/ Mr HYDROGRAPH RUNOFF DATA USED UNSATURATED ANALYSIS EXCLUDED RECEIVED DEC-15 2005 PLANNING DEPARTMENT CITY OF CLEARWATER Pond Bottom Area Pond Volume between Bottom & DHWL Pond Length to Width Ratio (L/W) Elevation of Effective Aquifer Base Elevation of Seasonal High Groundwater Table Elevation of Starting Water Level Elevation of Pond Bottom Is there overflow ? Avg. Effective Storage Coefficient of Soil for Unsaturated Analysis Unsaturated Vertical Hydraulic Conductivity Factor of Safety Saturated Horizontal Hydraulic Conductivity Avg. Effective Storage Coefficient of Soil for Saturated Analysis Avg. Effective Storage Coefficient of Pond/E:xfiltration Trench Time Increment During Storm Event Time Increment After Storm Event Total Number of Increments After Storm Event Runoff Hydrograph File Name: del oro 50 post.RAT Time of Peak Runoff: 1.00 hrs Rate of Peak Runoff: 0.84 cfs Hydraulic Control Features: Groundwater Control Features - Y/N Distance to Edge of Pond Elevation of Water Level Impervious Barrier - Y/N Elevation of Barrier Bottom 668.00 ftz 1,014.00 ft3 3.00 23.15 ft 33.60 ft 34.50 ft 34.50 ft y 0.11 17.20 ft/d 2.00 25.80 ft/d 0.14 1.00 0.25 hrs 4.00 hrs 5.00 Top Bottom Left Right N N N N 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 N N N N 0.00 0.00 0.00 0.00 Analysis Date: 12/12/2005 MODRET ELEVATION VS OVERFLOW RELATIONSHIP PROJECT NAME : Del Oro SOY/1Hr Structure Type: BROAD CRESTED Crest Elevation 35.40 ft Crest Length 6.50 ft Coefficient of Discharge 3.31 Weir Flow Exponent 1.50 Number of Contractions 0.00 Design High Water Level Elevation 35.50 ft ORIGINAL RECEIVED DEC 15 2005 pIANNING DEPARTMENT CITY OF CLEARWATER Analysis Date: 12/12/2005 0 • MODRET SUMMARY OF RESULTS PROJECT NAME : Del Oro SOY/lHr ORIGINAL RECEIVED DEC 15 2005 PLANNING DEPARTMENT CITY OF CLEARWATER CUMULATIVE TIME (hrs) WATER ELEVATION (feet) INSTANTANEOUS INFILTRATION RATE (cfs) AVERAGE INFILTRATION RATE (cfs) CUMULATIVE OVERFLOW W) 00.00-0.00 33.600 0.000 0.00000 0.00 33.600 0.06631 0.06518 0.25 34.536 0.06405 0.00 0.06292 0.50 34.761 0.07077 0.00 0.07863 0.75 35.159 0.08143 0.00 0.08422 1.00 35.460 0.07765 283.48 0.07108 1.25 35.495 0.06622 848.78 0.06136 1.50 35.479 0.05815 1,283.70 0.05495 1.75 35.456 0.05221 1,542.40 0.04948 2.00 35.426 0.04807 1,623.70 0.02566 6.00 35.062 0.02107 1,623.70 0.01647 10.00 34.828 0.01414 1,623.70 0.01181 14.00 34.660 0.01041 1,623.70 0.00901 18.00 34.532 0.00804 1,623.70 0.00706 19.27 34.500 1,623.70-41 Maximum Water Elevation: 35.495 feet @ 1.25 hours Recovery @ 19.273 hours * Time increment when there is no runoff Maximum Infiltration Rate: 7.176 ft/day Analysis Date: 12/12/2005 INFILTRATION : DEL ORO SOY11HR 0 • ? S y "C Z p_ O 00 n m 0 ? ? Iv m 2 ti Time (his) Total Volume Infiltrated = 1,414 ft° 0 i 0 0 0 J W O Z O F J LL Z a (a) u04eneI3 Je1eM o .-. en F > v m W m 3 ORIGINAL RECEIVED DEC 15 2005 PLANNING DEPARTMENT CITY OF CLEARWATER • w MODRET SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS PROJECT NAME : Del Oro Pollution POLLUTION VOLUME RUNOFF DATA USED UNSATURATED ANALYSIS EXCLUDED Pond Bottom Area Pond Volume between Bottom & DHWL Pond Length to Width Ratio (L/W) Elevation of Effective Aquifer Base Elevation of Seasonal High Groundwater Table Elevation of Starting Water Level Elevation of Pond Bottom Is there overflow ? Avg. Effective Storage Coefficient of Soil for Unsaturated Analysis Unsaturated Vertical Hydraulic Conductivity Factor of Safety Saturated Horizontal Hydraulic Conductivity Avg. Effective Storage Coefficient of Soil for Saturated Analysis Avg. Effective Storage Coefficient of Pond/Exfiltration Trench Hydraulic Control Features: 668.00 ft2 1014.00 ft3 3.00 23.15 ft 33.60 ft 34.50 ft 34.50 ft y 0.11 17.20 ft/d 2.00 25.80 ft/d 0.14 1.00 Top Bottom Left Right Groundwater Control Features - Y/N N N N N Distance to Edge of Pond 0.00 0.00 0.00 0.00 Elevation of Water Level 0.00 0.00 0.00 0.00 Impervious Barrier - Y/N N N N N Elevation of Barrier Bottom 0.00 0.00 0.00 0.00 ORIGINAL RECEIVED DEC 15 2005 PLANNING DEPARTMENT CITY OF CLEARWATER Analysis Date: 12/12/2005 V ? • MODRET TIME - RUNOFF INPUT DATA PROJECT NAME: DEL ORO POLLUTION STRESS PERIOD NUMBER INCREMENT OF TIME (hrs) VOLUME OF RUNOFF (ft3) Unsat 0.00 0.00 1 1.00 886.00 2 2.88 0.00 3 2.88 0.00 4 2.88 0.00 5 2.88 0.00 6 2.88 0.00 7 2.88 0.00 8 2.88 0.00 9 2.88 0.00 ORIGINAL RECEIVED DEC 15 2005 PLANNING DEPARTMENT CITY OF CLEARWATER Analysis Date: 12/12/2005 ? i MODRET ELEVATION VS OVERFLOW RELATIONSHIP PROJECT NAME : Del Oro Pollution Structure Type: BROAD CRESTED Crest Elevation 35.40 ft Crest Length 6.50 ft Coefficient of Discharge 3.31 Weir Flow Exponent 1.50 Number of Contractions 0.00 Design High Water Level Elevation 35.50 ft ORIGINAL RECEIVED DEC 15 2005 PLANNING DEPARTMENT CITY OF CLEARWATER Analysis Date: 12/12/2005 MODRET SUMMARY OF RESULTS PROJECT NAME : Del Oro Pollution CUMULATIVE TIME (hrs) WATER ELEVATION (feet) INSTANTANEOUS INFILTRATION RATE (cfs) AVERAGE INFILTRATION RATE (cfs) CUMULATIVE OVERFLOW (ft3) 00.00-0.00 33.600 0.000 0.00000 0.00 33.600 0.08072 0.06984 1.00 35.126 0.05895 0.00 0.02764 3.88 34.844 0.02227 0.00 0.01691 6.75 34.671 0.01458 0.00 0.01224 9.63 34.546 0.01088 0.00 0.00953 10.99 34.500 0.00862 0.00 0.00772 15.38 34.370 0.00708 0.00 0.00644 18.25 34.304 0.00595 0.00 0.00547 21.13 34.249 0.00508 0.00 0.00470 24.00 34.201 0.00 CRIGIW& DIPCOND EC 15 2005 PLANNING Maximum Water Elevation: 35.126 feet @ 1.00 hours Recovery @ 10.989 hours * Time increment when there is no runoff Maximum Infiltration Rate: 5.950 ft/day Analysis Date: 12/12/2005 INFILTRATION : DEL ORO POLLUTION 0 8 E 0 • n_ Z M O I? 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I ,tom F z: _ "i?uy? +_` • r -' -zrg L7 - -77 3K ?y +y x;1 all C r? _ _ •;m r, 25rar RECEnXD ?; -j 1 ? 2 c?-??fc?iCr . All - er ZOOJ ,.,s LL use tY PLANNING DtPARTMENT CITY OF CL?ARWATER. Z& ^14 Y +=3568{n, G_-1 TT i -nar0or, -F1ori ° ?c=lin-iied= States&D=O i _ c?,l,??rrrlj"l?W?f ? i Page 1 r I ? ? ?• ? ?' ? 4; : M;' F 5r,?lle ?,3 ? % ? M fia?c+ 1W 1 I?4h 1? of IS , I li VI :I?y?.. ,a •?,: f}} 1'Inr llx?{'?nnty:- ....,I !? ?1,, I y ! ft; II"I' 111 `,1j4 ?i?n???4 nJr u.'I2ct -77 7, isf!r,(rt.?.,e ?i r ,qsr- M »,? r ?L1L),: ti i{ It I 1,_._??_?.i ?.'tJ ?: •,,+CAzer i'-? (, '1 f Uflc h T,tlM'JVE % ?>_ 7IgPlF?? i i r 4{.? O A ?,'?,7 ti'? t - , 1or3E r '(J3iI=1? - F^_ rr ! '' r •F 1 .. % ',? i c v'u. f R 7.CJ[4C l ZONE i3 3/ la,ll11,06 _t I'? ?'"? i ??' ?; r, j ?? t? .l rr15n rrlllt! A?Y'f1t`I(?j?f r ?,% ?,/ ,'+' ..4 ?.; f rlpl?l +'`?.?`?`"'-?,., _l, !I r 7.1 r 11 I 1 ZONE x UF`,?.;P-j .. ivSH71F 1 r ? ? Z EAF. ?. $.r1({i i? , f r*I C?:rlf I Zt1N I'aell,t f ,.?,., SF '.1 +S. v s f t. ?' +? t . _..__...._.-,:? [ L rL rt tijF ,.:tl j ZOREx Z O Z ?z v m ;0 z m C-) CA N O O cn tMT ? [ 3 + •?In 4r ?? . ! p k '?- . ;.,._ .__..,..____ 1 ?5.?.1 tLN..k 4iEt?'t_I ? _57 f(ECT ? ? J I I EST,x?rT . ?, rte...... 1 ?,, _'1=?., =)._ _ 5'11101185 4.i:rylll?y.,. ? ?''' -..r _ . r ? ?? ?? ??i!??, 14 • : I? FS ....... y... L I ` I l t 7OM x F„ ;0 O m m v F- DRIGGERS ENGINEERING GEC-ECHNICAL-ENGINEERING and CONSTRUCTION MATFgJALS TESTING SERVICES INCORPORATED •_X TR-Ak 'SVIUSSIO CONTR SH ET DA T E : 1/6/03 At-ii. David Weh_-,er TO: -McKim & Creed FAX-- 461-3527 RE: Drew -Union Reclaimed /&I Oro Park 0UR FILL; . DES 014248 SENDER. Nicholas T Korecki, P.E. Senior Geo=echnical Enginecr YOU SHOLZD FtCE17VE [:5 ] PAC-E(S) DiC,UDI NG T?3S CO??R SEEM. -- IF .N07' RECEWED, PLEASE CALL: 727-571-1313 1) Logs of borings and DRY test resu]ts attached. 2) Normal Seasonal High Groundwater at DRY location estimated to be no hi Sher than measured level .(-2.91) 3) Shallow foundations for pump stati oil, 2500 psf 4) Report should be completed this work V ORIGINAL RECEIVED TEI? 15 2005 lYCzll COPY TO FOLLOW: i7 I)1\O PLANNING DEPARTMENT o I ES CITY OF CLEARWATER v C c.k I I-,? . 5? , Sarescta Clearwazer P,D..Box 17''839, Clearwater, Flo-ida 33752 S41/371-1949 12220 49th SC^eet Nor?t, Clsarws T rrcpa Fox:941/37-1-5962 727/79-'1:E 13 5r Florida X37 ? n'IS/54o-c?c7 sarozicsC?.dri Fax: 727/,-,72?D9DJ Pax: 213/J'=?r=' gHe1'G=ns'-?I" clwefficeC?dringere-end, cam ,' 6-5 .p_o.. ,ice C? dr':ggEr?-e? l?. cam DnI?OEP,? ENGINE=RIND SERVICES INCORPORATED Proje ct No D- ;:S 0142-0 . - E ODRING No, ps-1 Proje Lccz ct Drew Stye, & Union Street Reciaimed Water System. Clearwater, Florid ,, i ' S 1 a lon ee 7 ,ernarks Com Forem pletion Depiri To an W kit. De pth 26.5 Cate 12/24/OL Water 2.5' Time Date 12/2^-./02 J UJ z C) UJ STANDARD C) m rL SOIL DCaC JP T ION x PENET RATION 7 EST J c DLOWSIFT. ON 2" O.D. ?? O >r SAMPLER-140 L?, m Q O SURF EL: HAMMER, 30" DROP 0 . ? - Dark gray slightly organic Fine SAND with t 10 20 40 60 60 roo s SP I I I ,I Gray Fine SAND ? (SP) ;.?= F= Gray slightly silty Fine SAND Fine SAND (SP-Slut) ? I $ {' t t}7 _ I cai? Light gra} ish=brown sli htl silt Fi g y y ne SAND i :? (SP-SM) 1"1: Loose light brown Slightly ails Fine SA(?IO 3/3/6 (SP-SM I I Medium-dense-dark brown Fine SAND ( 1.1/8/15 10 + M edium dense dark brown slightl silt 7 Fi '?- y y SAND SP-S ) 10112-115 I; I I I I Very stiff to st f, light greenish-gray I slightl sand CL 1019!10 _ y y AY (CH) 15 II - I 4/4/6 Y I I I I? ? i I (' `i i Stiff j ight green silty, slightly sandy CLAY I 1 i i• (GH 20 1 5/6/6 _ - Very stiff light green silty CLAY (CH) 25 l I 6/S/21 .i I ORIGINAL I RECEIVED J° DEC 15 2005 I? PLANNING DEPARTMENT CITY OF CLEARWATER I i f Remarks Location: Del Oro Park; 36.5' North & 2' West of Nor thvvest Corner of Ccnc-,e-,,e Handball Court Casing Length 0 .1 DOUBLE RING INRL T R^-_TION TEST Job No: D-S 014248 Test No. DR] - i Client: McKim & Creed Dat... 12/25/02 Project: Drew Street & Union Street Reclaimed Atater Systems L ocaiion: See Sketch Test Depth; 1.0' Outer Cyl. Diarn: 24" Inner Cyl. Diem: 12" Description of Soil at Test Depth: Greyish-brown slightly silty Fine SAND Depth of Groundwater Below Test Depth: 1.9 ft Infiltation fate; 2_b lnlWr TEST PROCEDURE: The tesl was conducted in general accordance with ASTM D 0386-75, A seven (7") inch hydraulic head-arras uti.lized.. The in111tration rate was determined at selected time intenrals by recording the time for a 1 inch drop in water level. The seven (T) inch head was then re-established until the next test interval. The test was continued until stability was achieved and the infiltration rate did not vary in.excess of 8% between successive one (1) hour measurements. Readings were recorded at in ervaJs not exceeding 30 minutes. `i he plotted infiltration rate above represents the averaoe of all observations during each hour interval. Technician: J. D. ORIGINAL Reviewed b RECEIVED DEC 15 2005 PLANNING DEPARTMENT CITY OF CLEARWATER 4 ?r1??EPS ENGINEEPINC- SERV)CES INCCR h P Q R-,A iN' D -4, GEREQRLNGL0G PROJECT: :raw u union 5 a.: F.edaimsd Water SysLms CLIENT: Glearvvaie? =lorid? V--Kim & Creed ?roi??, NC DES 014245 WATER TADLE 12;'26!02 ----------------- J.D, I D i c. I CON4PLET]ON DEPTH: LOCATIOIv_ 1 x'20/02 7.0' See "Rennrks I TEST NUMBER, O'rl-1 ELEV. (1 i) D:SCRIFTION DEPTH (r T) } REMARKS Brown Fine SAND (SP) p Gra ish-brown Location: Del Oro Pzrk; y Slightly silty Fine SAND , (5P-SM) 64.6' South & 66' West of Northwest Corner or CDnGrete Handball Court Grayish-brown Fine SAND (SP) r' 2 Light brown Fine SAND (SP) Very light brown Fine SAND (SP) 4 5 F '= = ORIGINAL s RECEIVED DEC 15 - .z 2005 =1 PLANNING DEPARTMENT L: CITY OF CLEARWATER i i DRIGGEF 51NGINUAINiG 5EFi?iCES, INC. Z 'u u c ' ' ,Cf U a ti 30 zi Z Z Q Z ? oo r- MO G) m D Csl v o D ;o ? N C= > 100 S, m m ° cri ? Z -1 Ilufi?Uer Orplh IJRI-1 1,0' .nae m manrne[N GRAVEL SAFa Cae s? r n? flalulal Moisture L L P. L R 1. Clsssificalion GF#9'11 G at n slag tl?ly s9?y Fine'SAflll 0 to 20 30 du r 50 u n U U R ?n a o SILL" ar CLAY ClIEIIT: McKim & Greed PROJECT: Orear St:r'eeL• & Ilniorl SLreat: Reelaimed lfater Systems, Cleirstater, Plarida FILE; DES 014248 0 0 e?MCKIM CREED ? MEMO ? TELEPHONE ? FIELD REPORT • ? CONFERENCE DATE: TIME: ?^gAUTHOR:? .? PROJECT: 3`" CLIENT: C ?C dt= c?1 SUBJECT: [)R&t A A Ctr? C" d PROJ. NO. C ?. s ?a _pj s?? ' a ` ) 51 Ica 5 t= Ire ? ? o I Pclu_ V 1 Q ® , I Q I I ? G I RECEIIIED ACTION CANNING DEPARTMENT COPY: CITY OF CLEARWATER HEADQUARTEas 800-743-5557 • www.mckimcreed.com • i 4 v,MCKIM&CREED ? MEMO ? TELEPHONE ? FIELD REPORT ? CONFERENCE PROJECT: CLIENT: SUBJECT: PROJ. NO. COPY; E DATE: TIME: AUTHOR: PLANNING DEPARTMENT CITY OF CLEARWATER HEADQUARTERS 800-743-5557 • www.mckimcreed.com Map Output . 10 Page 1 of 1 Title to display on Ma : _f WC)L FE U !? - Legend •.j ? Par:ai InR?mia,a?n ? ? Streets Par, ° Za?rng OSIR o z w ®_ J F 4P 4P -0 4P 4 LMDR ? : , ? { BORDEAUX ¦ 0 0.028mi Aar,a: P!iota http://msb-gis-int/servlet/com.esri.esrimap.Estimap? ServiceName=OVMap&ClientVersi... 10/27/2005 Map Output • • Page I of 1 Title to display on Ma : • . SAN PEDRO • TERRACE VIEW • • • • w • • • s • • • W • • • • . e;- • + • • • • • . SAN BERNADINO-p SAN BERNADINO ? GRAND VIEW SAN MATEO • • • ¦ • • • r + + r • • . Legend SAN MAT EO parce, MERRILL • • • • ? • THOMAS F-1 Parcas we ¦ ¦ • • • • OSIR ~ • O • ••• • ¦. r •• • • S • O m BORDEAUX _ z ••.?•.•+• LMDR T LL) ? . ? - = •••••..••••J• • %? v CHAMBLEE U ? q'Q o r s • • . r • • • • • ¦ ? • • • • • E DREW 0 a • • • • • • • • • s • • r w 0 T BAY P El lop BAY http : //m sb-gi s-i nt/servi et/com . esn'. esrim ap. Esn'map? Servi ceName=O VMap& Cl i entV ersi ... 10/27/2005 ti I 25 24 23 22 21 19 " I7 18 iS 14 13 1 0 1j It 12 M i G LEN OAK AVE. N i M 11 I w ¦a I + I 1 1 1 w 10 r 2 7 5 KAI 5 OK 2 1 tl / 32/01 ; F 5 9 10 11 E 13 12 14 8 8 3 2. .1 , m ? VISTA i DR a M 7 1 e 4 b 1 I! p I C ?" o b 32/O i V 1cE 5 4 3 12 1 w 5 4 7 8 D 10 11 w 4 Y j 3 5 M d. w w w I j i 2 G TERRACE VIEW LANE i I HNK s e ' I YAh? Sea.lu 10 9 8 .as<+'p1s 7 8 8 ? TE RA E 5 4 3 z 13 w B 12 11 ? 10 9 r1 2 13 14 15 18 17 18 i GRAND VIEW I AVENUE I w 9 a 7 4 $ A 6 3 4 2 M . 11 tZ. ?d i4 15 161 171 333333 MSIRILIL Arc "Z- -4 ACRE 1 ¦ ' 42-46 1 9 8 7 141, K 5 4 n.. 33/01 D 2 fo n 12 13 R S t 33/02 i HOYf AVENUE i airy tI m m t n - 1,811 7 1 J e 4.1 , 12 C m a ... e I ,I C In la'P ' ?1 G «? V ?` =1 C. vi S NOTF: FIELD LOCK GASKETS USED AT TERRACE VIEW, MERRILL AVE, AND GRAND VIEW INTERSECTIONS am a Ras sum-m 33/03 07S /R EDDIE C. MOORE RECREATION COMPLEX 33/04 ary OM IYMt 53 *TI w 1 112 s3 !4 b 8 117 2 aM i f • i JOSE ST. i a 13 -7 31/01 48 47 Q? 15 1e n to < r 45 M SAN i PEDRO ST. i 1 44 M3O 1 42 41 28 27 38 37 339 ' 40 33 34 - 101 SAN BERNADINOi M I i STREET i Ci 35 38 37 38 39 40 41 i SAN MATED 42 43 44 45 48 % 47 48 1 if f 18 15 14 13 12 1 101 Ea STREET - 1Ti 1 2 3 4 5 6 7 49 60 51 b2 53 54 55 I THOMAS ROAD i 2 3 B "w '11',; RN? M LI K1 J WOLFE ROAD i 34/_0`0111 1 B C D IIEJ'l 1001 H I OS/R m BL m - away 34/02 DEL ORO PARK ary eM atra4 - ,? 32 63 ?154 ?55 56 ?57 sa 59 80 81 82 11 1 - am ¦ BORDEAUX LANE ?? f (I ? 9 28 ? 27 ? ? ? 0 32 31 17 18 190 20? 21 ? 22' 23 24 N $ 4 9 48 47 48 45 4 3 2 1 0 39 I 7 ! r BO DE go J e 1Y d N 25 !20 ! 27 28 29 1 ES 130 rl A ?1 32 1W 34 35 37 36 7 • 8 m 9 11 111 CHAMBLEE i LANE ! 8 9 10 11 12 14 19 zo 21 w 12 3 4 STREET - - iCITY OF 2412 LOT ADDRESS A AGREEMENT TO ANNEX. CLEARWATER AND VICINITY PINELLAS CO., FLA. LEGEND O BLOCK NUMBER CLEARWATER CITY LIMITS CITY PARK, RECREATION AREA CITY PROPERTY, IMPROVED CITY PROPERTY, VACANT CITY PROPERTY, LEASEHOLD 1? ?l 2738 274A 2748 2828 283A 2836 2918 292A 2928 MATCH SHEET SW 1/4 OF SECTION 09-29S-16 E DATE 9/25/95 200 SCALE HOUSE 283A 3 2 =u ?f ?fe ?n .11, 1 w7l I 22 21 20 19 18 J 17 18 15 14 .?w Pinellas County Property Apprais*ormation: 09 29 16 00000 340 0100• Page 2 of 4 09 / 29 / 10 / 00000 / 340 / 0100 19-Nov-2002 Jim Smith, CFA Pinellas County Property Appraiser 14:58:57 Non-Residential Property Address, Use, and Sales Comparable sales value as Prop Addr; 201 MCMULLEN BOOTH RD of Jan 1, 2002, based on Census Tract; 268.09 2001 2000 : - sales from 0 Sale Date OR Book/Page Price (Qual/UnQ) Vac/Imp Plat Information 0 /0 0/ 0 0 ( ) 0000: Book Pgs - 0 /0 0/ 0 0 ( ) 0000: Book Pgs - 0 10 Of 0 0 0000: Book Pgs - 0 /0 0/ 0 0 ( ) 2002 Value EXEMPTIONS Just/Market: 1,489,300 Homestead; 0 Ownership % 1.000 Historic 0 Use %: .000 Assessed/Cap; 1,489,300 Tax Exempt %: 1.000 Other Exempt; 1,489,300 Taxable; 0 Agricultural; 0 2002 Tax Information Land Information District; CW Seawall: Frontage: Clearwater View: 02 Millage; 23.2911 Land Size Unit Land Land Land Front x Depth Price Units Meth 02 Taxes: .00 1) 0 x 0 75, 000.00 22.20 A Special Tax .00 2) 0 x 0 .00 .00 3) 0 x 0 .00 .00 Without the Save-Our-Homes 4) 0 x 0 .00 .00 cap, 2002 taxes will be : 5) 0 x 0 .00 .00 .00 6) 0 x 0 .00 .00 Without any exemptions, Total Land Value: 1,665,000 2002 taxes will be 34,687.44 Short Legal (DEL ORO PARK) FROM SW COR OF SE 1/4 OF SW 1/4 TH H Description 667.35FT TH E 59.3FT FOR POB TH H 200FT AL6 E R/W Building Information ORIGI AL 'C?C?[ldi? r ?? ^ r •sr V :.. J ti ti?JJ LANNlNG& DE1irLO?r??FrMf Svcs -cmrnFGlZ' APAAAxl ?,,+„•ii„?,. nn fl „?M+?;r,/r ,T;_onr27r,h,o=1 Prr-(10/ ?TIZ7Qr„=no, ?o?? ??nnnnn?Znn?n? nMI 11 i1 oi1)nn') Pinellas County Property Apprai*formation: 09 29 16 00000 340 01 Ode Page 3 of 4 09 / 29 / 10 / 00000 / 340 / 0100 :01 19-Noy-2002 Jim Smith, CFA Pinellas County Property Appraiser 14:58:58 Commercial Card Oi of i Improvement Type: Offices Property Address: 201 MCMULLEN BOOTH RD Prop Use: 413 Land Use: 82 Structural ElemenTs Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Siding Average Height Factor 0 Party Wall None Structural Frame Hone Roof Frame Shed Roof Cover Composition Shingle Cabinet & Mill None Floor Finish Concrete Finish Interior Finish Drywall Partition Factor 0 Heating & Air None Fixtures 5 Bath Tile None Electric Minimum Shape Factor Rectangle Quality Average Year Built 1,970 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Siab Areas Description Factor Area Description Factor Area 1) Base Area 1.00 516 7) .00 0 2) Open Porch .40 684 3) .00 0. 3) .00 0 9) .00 0 4) . 00 0 10) . DO 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 Commercial ExTra Fea-turE3s Description Dimensions Price Units Value RCD Year 1) TENNISCT 12,000.00 2 0 9,600 1,970 2) HANDBALLCT 81000.00 3 0 9,600 1,970 3) BBCOURT 51000.00 1 0 2,000 1,970 4) PORCH 5.00 800 0 1,600 1,970 5) SHED 160 5. 00 160 0 320 1, 970 6) ASPHALT 4000 1.00 4,000 0 4,000 999 TOTAL RECORD VALUE: 27,120 Map 14w] F+-1 Fil I EJ R ORIGINA1. PLANNING & DEVciC4' . `NiSVCS _QTY OF (''1,Ek%[j?1jA j-< R httn•//nnn nn n;nPllae fl „c/hthin/nai_cnr27nl„c=1 JPrr=(lo/7F?7Rrn=(1U+79+1 F,+ooono+'AA0+()1(1(177 11 /1 Q/7nn,? Pinellas County Property Apprai*formation: 09 29 16 00000 340 010ce Page 4 of 4 SAN BERNAQINO STREET I I I I i 5 4 3 a Q 15 16 17 18 C AWEN'l1E Z32 31 3020c 08 27 26 25 17 18 I$ 20 21 22 23 24 z H C7 O 29 28 SAN MATEp STREET S 4 3 16 f5 14 13 t2 11 10 9 14 15 PB 17 m 3 4 5 6 7 8 AVEIVl1E W J J U 2 SAN LJ F d Q 42 •43 44 45 46 47 4 36 36 37 38 38 40 + SAN All I so Isl 152 153 154 111 22.20 Aecc'1 ?EL 4R0 PARK $2 I ss I sa (ss I ss I S-7 I se (se I so I sl Ica DOR[]Eaux I e1NF 5- 17, E r- WOLFE ROAD THOMAS ROAD 0? 31 I 3 M t? L Ir ? 2 e c l o ?p ???' c I M' r 37 i{33 I ? 38 47 46 45 44 43 42 41 40 ??7 25 26 27 98 29 -j0 3 32 - 1 33 34 35 36 Back to Search Page An explanation of this screen 4.1 t,rr„•iinan rn ninallac fl „?n,rh;n?rn;_err27n?„c_i ,?,•-noi 7F27JPrn-n4??4?i ??nnnnn??an?-ni nm? 1 1 n E gi?nn? Iq 5 El(7 INDEX OF PLANS w 1R?wRa Nw??raw ? RRw.1w ? w1w? 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Myrtle Avenue, Clearwater, Florldo 33756 ofp?- -11I Vil ?'Ik ` 111 ? • V `, ? cq9 Q; DREW AND UNION STREETS RMAIMED WATER SMrEM CONTRACT Z BOOSTER PUMP STATIONS Project No. DS-040501 DEL ORO PROJECT >?1/U 9 2?:.5 ISSUE FOR BID APRIL 2005 vNIWW&C REED 1385 Hamlet Avw111e Cbanwtr. FL 33758 Ph- (747){42-7198. Fme (747)461-3627 AA0002557 ®8098691 a .mclkkn-&. CITY OFFICIALS Frank Hibbard Mayor Seat 1 John Doran Councihnember-Seat 2 Hoyt Hamilton Councilmember-Seat 3 Carlen Petersen Councilmember-Seat 4 Bill Jonson Councilmember-Seat 5 William B. Home II City Manager Mahshid Arasteh, P.E. Public Works Administrator Michael D. Quillen, P.E. Engineering Director Approved By g ....o. Ro.., .. o.aw 8 ..8. Date Approved Brent A. Heath, P.E. Mckim & Creed Project Manager Submitted By Date Submitted ¦1a? l auwcu rs PLAN SET NO. 2005010 M _o 0 • 0 --fM- E)NW Ino-? 11 0 000 IV fV 4 O m m m 0 X? D PM ONSOX `L] K N N M SD- S - -NCW- WM_ -RW- 0 E -OM- -UGT- - CATY- BLOW-OFF VALVE FIRE HYDRANT WATER METER STORM SEWER MANHOLE CATCH BASIN MITERED ENO smrm SANITARY SEWER, MANHQE CEANOUT AR RELEASE VALVE DATE VALVE BUTTER- VALVE CHELW VALVE REDUCER EA BORING CAS METER TELEPHONE MANHOLE TDEPHCIE BOX CABLE TV BOX ELECTRIC BOX ELECTRIC MAHNQE LIGHT PGLE URITY POLE S'N"N ER SIGN (SIN) BENIN MARK ELEVATION TRAVERSE PONT SIM PIN FOUND IRON PIN SET CONCRETE MONUMENT MAALBOX BRUSH LNE R/W OR PRMENY UNE DITCH OR RAWUNE FENCE UNDER DRAW STORM DRAIN SANITARY SEWER FORCE MAN RECAMED WATER POTABLE WATER RAW WATER GAS ELECTRICAL OVER HEAD TELEPHONE UNDER GROUND TEIPHONE CABLE TV OVERHEAD WIRE SAMPLE (S CHLORNATIMT PORT (OP) GENERAL ABBREVIATIONS 0. A MY INTERIOR 1A M ACRES INV RANT O""H- AM W NOR PIN FH` .- AF.F. IBOE RM910) FUJOR J.D. JU C'M BON l? NDM. ANO NIM JOWT ANUt I1M110R I ® A. _M YE LL UVE LGL AVE AVENUE LLY LAND ID) VFRMAL ® WIDO. NIFDINA UL LYRE ? Rw' RWuVAIN LT IfFT HARP Lm LTA LaW LOW ® W.vBQIT. L+D^a WAFER LLTTL evNWA MYL MXIMIAH 0 C. mE 1D OTNERNE YB MVIHNI C. COTAUT S M01011 GON CENIFA C.S. G NED K MEW O ENG D SLTIM! NN 0GO CRN LHEOmIFD HNNUFACTURER OF UWX uNRt FDI¢ V " MF1MI N YMO M OPF M /METER DPFMTfD Iv NP CTEE0 IEK PRE RIM. MONUMENT CNU CMONCIGWSE LLLSOIBf! Uro !IC NDRWLY UG ND ro? co. QAJL OUT ro 1MTURK _ND i?I LDLULIH ro COOP SLYLY DPD N OONQ N Na x.T. _mTGM HT.1 ecuE • w COAL NORYL WA1FR CGPPEN M O NTRACT.N JOPR G Q G CENTER SE COME JT CONIPKTON JOUR DN LTITFA ® DINT OONTNIAl/5 OP OVISIOE NVI ETIt? 0. G??AR GONG CD DEN, iXXIBIE PCP ? G? OFIIOUION P um RAN W m DN DVAEIFA P P ROPE DN DUGTUDx It PUN= ME © OR ELICITS NOW PIPE PIA FVC6 MDT. EE MOH wAR PAIL PANEL m MIST CLSUWtliE PR POER DESIGN LAI wAFR PP POWER II `DIE GO DDDR PER. PROPOSED DN DGpI OFENMO/dS0.VED OXYDEN M POUNDS PER 571WE'NCNs DWHB PL QnnnDE ? Q OITAY' DRM1EWAY P.V. PW? NK OMwNG G NN GWO PLUG VTE a FA IIAN aLYNnR E 0. RAOFB/WSDt/REIAY En =1 EST O H JDNT R _N AN a Fl./FLEV. FIEVATOUNMON RD RFFIiAVCED ELEC. QECIPCGL WNMf RD ?dUN ECP. EDUPMEM 116. .IS EIG Oro 80 FAUN RPw. b REA RFwOPMID XG' Ew. FIAT wAY RW REAIFFED PFD ER DfIMUST FAN R/ R RFSTIYNNED D04f. E RONT E4 6GHALST VISI IDUrER R/W BGR BF WAY C ER. DRN6b1 SYN. SYINFIAY SUER E fM f ERG. SON LE Fw FIDUH FGX/FULR>DDIOH BEM - SEC. Ff. S RAMHOIE D u FOOT STUN FOl1 - ON SPEC EECFICTTIIXI OMB X O FLR FIAU FLG RARE ?9 SPACNO • FIG NEON MANN SP10(? FM FORCf MAN FHR FIBERGUAS RDNFORCFD R, SAFER STFFL PI.LNK: PPE SNA STATION FRO. Fo.T. onro F F1DUI SID ST.- L.? flv m sTm 6WDN SN SRUCTIIRA OKVN® SW SIIIIG GSR GUYAIPIJL 3/N 9GEWNX SWA bYMVE1ROI1 Q ORAFD INLET CFAH M.L.4 PER MMUIE FOR 1M K BNA (OIUO NT0. Tffi lO t BOIDY O.S. fiKVAJ® 91EFL lF1 y_ pL/plm. TF1P. IEMRWNW N.COME FOIE IIBt ?i0- HB NCSE BBB T. TOE O ROPE ( RE IIOIIDW MEEK TP iNN4 f/MN PO NT ?- HOPE NTRQRTK TIP. IITWYI MFG UNEAOIMBD d5 -S- UP UGU,Y POLE UroFRGUXIIIro 1FIEPIIONE ?M HFATIlINVf)NIIIAIIDN/ VM VINES AN EIOHNE VEIN. VFRIIGK - FCYi RRG RIM YIARA LEVEL W WOE FlAX6JwOFJRAR -WM- XA NHOPIR w/L W 1FA TUNE NTM wA1ER LLVTL M. - RW - MV. [NhRT W/Y WAFER 1441 R NCN PIN NA. wAFA MEIFR WFATIEII PROOF C NON ROD W.P. N90E OUJEIFA NS wAIL SFEVF/WA1ER STOP/ E NFL NFUIENF INTER SERVICE WM wArm -M PIPING ABBREVIATIONS -UGT- AR AUNDMED HB HOE BIBS DO CLFAX MN MARHIQE AM -LATY- CAP H a« WvK,c P FuN Do Il-.P.A WOES NDN PM OATXIN QA OR F gAEIFA PM W-GEWABDROE 0.1.P. WCIIIE IRAN PRE R0. REDUCER Y WO, ELECTRICAL SEN. SDEA d a .. EX- S STAMIES 3IFL1 FN FINE HYDRANT TER TO E RNOND R FLANGED UE II1aFRORJro I W GATE VALVE NET. NR1N:11 8 NFIQM&C ZEED iJE3 HamlPf Armuo Unroof.. 11)38 Ph- ()27)442-)190, Fac (727)b1-3827 Ww1Hr 2HCIM IE '?) ?PFI Hv N mA?m? GENERAL NOTES 1. ALL ELEVATIONS SHORN ON ME RAMS ARE BASED ON THE CITY OF CEARWATER BENCHMARKS AID ARE RELATIVE TO NM 1928. 2 LOCATIONS ELEVATIONS AND DIMENSIONS OF EXISTING UIUTIES STRICTURES AND OTHER FEATURES ARE SHOWN TO THE BEST IN FORMATION AVAILABLE AT ME TIME OF PREPARATION OF TIRE PLANS BUT DO NOT PURPOSE TO BE ABSOLUTELY CORRECT. TIFRE MAY BE OMER NPROVEMENTS UTUTIES ETC. WHICH ARE WTM THE PROTECT AREA AND WHICH HAVE BEEN INSTMLFD AND CONSTRUCTED SINCE THE PREPARATION OF TESE BANS THE 004- TRACTOR SHALL VERIFY. PRIOR TO CONSTRUCTION, THE LOCATIONS ELEVATIONS AND OEENSIONS OF AL EXISTING UTUTIES STRICTURES, Asi OMER FEATURES (NNEIIRR OR NOT SHOWN ON THE BANS) AFFECTING HIS WORN. 1 ME INFORMATION FRONDED IN THESE PLANS 15 SOLELY TO ASSET THE CONTRACTOR N ASSESSING ME NATURE AND EXTENT OF THE DISTNO CONDITIONS WHICH MAY BE ENCOUNTERED DURING THE COURSE OF WOOL ALL CON- TRACTORS ARE DIRECTED. PRIOR TO BIOON% TO CONDUCT WHATEVER INVESTIGATION NECESSARY TO DEITTORNE THE ACTUAL CONDITIONS THAT WLL BE ENCOUNTERED. A THE CONTRACTORS' ATTENTION IS CALLED TO THE FACT THAT THINE WILL BE SOME UTUTY CONFLICTS IT SMALL BE THE CONTRACTORS RESPONSIBILITY M LOCATE AND PROTECT ANY AND ALL EXIITNG UTU ES ON IRS PROJECT. S THE CONTRACTOR SHALL NOTTY ME ENGI IMMEDIATELY WHEN OQNRICTS BETWEEN DRAWN. AND ACTUAL CONOIRONS ARE DISCOVERED. S. THE CONTRACTOR SHALL PROVIDE AT LEAST IAN HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES N ORDER TO PERMIT THE LOCATION OF VOSTINO UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION. CONTACT UTIUTIES NOTIFICATION CENTER AT 1--- ). ME CONTRACTOR SHALL REPLACE ALL EXISTING PAVING STABILIZED EARTH. CURBS DRIVEWAYS SMEWALKS. MAT?ERIALMTHA AT O N?A.S REM VEDD OUNNONCONSAND OTHER M THE UK OR TRUCTION OM AS OIRECIEOTH MBY ME ENCNFDR.BEi1FR TYPE OF B. CONTRACTOR SHALL MAINTAIN A CLEAR PAM FOR ALL SURFACE WATER MANAGE STRUCTURES AND DITCHES NIRNO ALL PHASES OF CONSIHUCTION. 9. COIIRACIOR SHALL PRONOE ALL WARNING SIONASN SIGNS LIGHTS AND FLAGMEN AS REQUIRED BY F.D.O.T. N THE 'MANUAL ON TRAFFIC CONTROL 0 SAES PRA_GES CONTRACTOR SHALL PROVIDE A CERIWIED WORN ZONE TRAFFIC CONMOL SPERNSM AT ALL TIMES WALE WORK IS BEING CONDUCTED. 10. CONTRACTOR BULL MANTAW AT LEAST ONE ACCESS ENTRANCE TO COMMERCIAL PROPERTIES AT AIL TARES 11. CONTRACTOR SHALL MAINTAIN A SET OF PLANS WTH OURRENT FEND CHANGES MAROD MERE-CAN AND SHAG DELIVER THESE PLANS TO THE ENONFEt UPON COMPLETION OF CONSTRUCTION. FINAL PAYMENT SHAG NOT BE MADE LNM TS RORRREEMDNT IS SATSFWB 12. AIL CONSTRUCMN SHALL BE IN ACCORDANCE WITH THE ATTACHED PANS AND SPECIFICATIONS AND CITY OF CEEARWATER CONSRUCTIOI STANDARDS 11 ALL TEES. GROSSES BENDS PEGS CAPS AND OMER FITTINGS USED FOR BOTH THE DUCTILE NOW AND PVC PIPE SHAG BE COMPACT DUCIUE NON MECHANICAL JOINT FITTINGS 14. ALL MAINS SIWL HAVE A WNMUM COVER OF 30' BELOW EXISTING GRADE/PROPOSED GRADE UNLESS OTHERWISE NOTED. 11 ALL CONCRETE THRUST BLOCXS WSTALED FOR TESTING PURPOSES AND NOT REQUIRED FOR THE OPERATION OF THE PPEUNE SHAG BE REMOVED AND DISPOSED OF BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE 10. AI TEST PORT TAPPING SHALL BE OUT LOOSE FROM THE CORPORATION STOP AND COWPIETELY REMOVED AND DISPOSED OF BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE ME CORPORATION STOP SHALL RE CAPPED AND RERAN IN PULE I). COHERE N IS NECESSARY TO DEFLECT PPE UTER HOI20NTALY OR VERTICALLY. PIPE ANT DEFLEDTRw SHALL NOT EXCEED 75% OF THE MANUFACTURERS RECOMMENDED DEFECTION ARIL 16 SHOP DRAWINGS SHALL BE FURNISHED M ME ENGINEER FOR APPROVAL OF ALL PRE CONNECTIONS MARSITCNS AND SPECIALS PRIOR TO FABRICATION OR DEUVESY TO ME JOB SITE It. ALL HOPE AND C-900 PVC RPE SHALL BE INSTALFD WITH AN RMUTED 12 GAUGE A.W.G. SOLID STRAND aPwR WINE ALONG NS PEFMETEH AND AnAOIED TO ALL VALVES AND F,_GS. 20. ALL HOPE METAL POLY AND PVC RPM FOR ROAMED WATER SHALL BE COLORED SOW PURPLE 21. ALL DUCTILE IRON PRE AND FITTINGS SHALL BE ENCLOSED IN A PO.IEMTiLENE WRAP COLORED SON PUIPIE OR WHILE WTH CONTINUOUSLY REPUTED PURPLE LETTEWNG AS FOLLOWS ME WATER - CO NOT ORNK'. 22. EXISTING POTABLE WATER SEANCE; SEWER SERVICE, TELEPHONE SERVICE. POWER SERVICE AND CABLE TY SEANCE LINES TO INDIVIDUAL PROPERTIES ARE NOT SHOWN ON THE MtAWNOS ME CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD LOCATING ALL SERVICES AND FOR MAMTARNG THEN AT ALL TIMES 21 DON ACTOR SHALL MAINTAIN A MINIMUM (5) FIVE FOOT QEARANCE BETWEEN CENTER OF POTABLE WATER MAINS AND REQAMR WATER MAINS WHEN PAR.Wn. CONTRACTOR WALL MAINTAIN A MMMUM (,B) DONTEEN NCH CLEARANCE BETWEEN BUTS. -GE OF POTABLE WATER MANS AND RECI.AIRNO WATER MANS WHEN CNOSOW. 2N. AL METER COVERS, SERVICE BOX COVERS BLEW OFF AND VALVE BOX COVERS SNAG BE SQUARE OR RECTANGULAR AMID PURPLE IN COLOR WITH ME WORDS 'REQNMED WADY OR'RCYr CAST IN EACH COVER. 2S ALL RECLAIMED WATER TRANSMISSION MANS, MSTRIRITON LINES AND SEANCE ONES SHALL BE DISINFECTED PRIOR TO BENG PLACED INTO SERVICE CONSTRUCTION SHALL BE PERFOEEO IN SUCH A MANNER THAT NEW PHASES CANNOT CONTAMNATE EXISTING PHASES ALREADY IN SERVILE. CILORNATION TAPS AND SAMPLE POINTS SHALL RE LOCATED IN THE FIELD BY THE PR_ REP RS ENTATTE. MAN51 -. MANS AND DISTRIBUTION LINE SHALL BE MOOED AND FWSHED PRIOR TO BEND PLACED INTO SNVOE. D ? rN Q y l1 Ep _133 L? PLANNING && DEV;Ei.&-Nt;:YA;?_Nf SVGS -CITY OF CLEF J L A ........... O WKN.an.ET=R.yPaL DREW AND UNION STREETS SCALE " ftrwater M" d RECLAIMED WATER SYSTEM Mir CONTRACT 2 BOOSTER PUMP STATIONS D°°G Public Works Administration ABBREVIATIONS, LEGEND M ISSUE FOR BID .t...?.,W.wM M.. m. AND GENERAL NOTES ORIGINAL 1 0 l w N 0 (n D/ow 501 1e/29/09/OS51 M BOOTH ROAD ie/T93109 WOLFS OD/000 Te/283113 WTIXFE 0. dAZONIN. R3 ROAD JIz ? RD. 1 31 RD. ZQ0N0• R] ZYT.C R5 I 2 U M¢ R7 _ IAND .... LAND U3E.000L RU .. I IANUUSE w CWE EVOV ?0 GS GS REM0IED 4? ' TO BE REMOVED / E140VED 14' BE REMDVED OlES: =CTOR MALL COORDINATE WTI TIE CITYS PARK AND ??N KKa(502-4500)2 eFD6 PMUi 1D COIIMFIICaD I TIE OlY3 U- OFPARIMPlT. T. (682-I9B0) CDNC - 137 1CONIRACTON TO AND REMOVE CIRCUIT BREAMER FEEDING EIECROCAL BOIL ABANDON SERVICE TO TIE EIECTRICAE BOX M OVED PLACE. REMOVE OONOIDT AND WRING FROM ELECTRICAL BOX TO UGHT ° I I ?p NvtgvKC Nn I 42?MWOLLFH BTI ROAD ( •,A711B ^pS'` • ZOMNO: RJ 77 X7]7a88550 4`1 LAND USE CODE RU X a 91 SAND HORSES ??Y iVBE R .10VE0 ?., (bNC + I I S, / ?e, I DEL 24' RM ? ? (BT OlNEHS) q - PARK 4 CRY OF CLFILRWATER q qq Fen ISM/09/00000/]40/0100 MWJ LEH BOOK ROAD P te' GP ON EXISTMC Z, OS(1( ?/ o? • 4 ,A°RU r v m xq' ro I¢ ABANDON / ? ro BE REMOVED oa aaTr x 3B "P? _7 ----- 40 rrar cumr -- - ----- ?A eE RExovm_ 'A`JCyP 12 A 'REY y ?? X4, >a / J ' W/ TREE PRO EC ON BARRIER Alp q q¢ I (? BETAAX. a1 SNFET (:ID4) x / ] TOM. P_ f?f/ r 9 o't OoA r x4 ro BE R / 9ELDSIRI X41 MOPOCIED AN BRIDGE (BY 0 BE % 5' C" \ 41 49 z1 RCM x 4f (BT OTIEAS) 4, 7s OOA ar me ae Q 49 9 Q ? I ? ?• 9r SEE NO 0 A 4 X `. ODA 4B• I I , I eK q 9 w N¢ µ9 Q x4? OGA 30' OOA J5 ODA 00' 1 p x DOAA 2 ! OAO711' 9" Xa ®OA 12' x4l X OA It A B• ODA 24' DEL ORO PUMP STATION ®® ODA 22• DEMOLrMA SM PLAN SCALE' 1' - 10' 0 10 T^•, a Fu ® ?CRMD .11w tInr e ? PP DREW AND UNION STREETS RECLAIMED WATER SYSTEM ,xs Nwnll Avww. Z CONTRACT 2 BOOSTER PUMP STATIONS Clcrnalr• (TZZ) 4az7l -n9e, Fme (727Ne1-yen DEL ORO PNOD. Public Works Administration DEMOLITION ..,m<Mea..e.9 N.A..A..,o.. A...An. SITE PLAN oP1 ,B ,o srvE D?.Dm? ,•:,d 0101 M ISSUE FOR BID `° ORIG INAL • OO O le/ O D 18/28/08/0531/00000/0.10 M= R I 16/28/DB/OBJI/00000/010 MdAU TH R A B 501 MdMiFX OO1H DD F O 3108 0' TALL OIAO N!1 FTXCE ENO ?? 311J WOVE PD. I ZONINe, R3 LAND USE CODERU I 8 V51N WDE RU ^' -r • • r r.-?Z cs r a nz ar s m o p r :i p II o a° B 6 4 I 2(f T'- o m R BV CUT SWAE/ i as $ p SITE STATISTICS I 1 - L 14 200' ROW 1 1 I ' r E N aarwo PMEUAe C"TY L 3 E PItDlEC710 TR B (SEE PETAL ON MRIEA SHEET C104) " q+ I 000 Ps IXMONEIE e' THICK 3 I • • 20' FTA'N METER - . .4a1W.4 MPE ? i i :P I I ABR1 ' BOLLARD - 1YP DEL ONo ry111015 of Cp15RNC11011 L QPI I qQ I i I (SEE DETAR ON PWP STATION F F EL 31 25 I ')'h . . . . I SRFET CI0.1) (sEE SNEET M1O) I'i CONC (TTP NOTES: ACCEW 1. OR OF RCw MHOS AND COMER CCTSS Ntl REQU IRE IAFE ROO PR T 3/4' NOSE B I ', .p .. ., ml--r I I O ?$ AL VE SPEO SEE TE)OIOONS SECTION 1210.1.3& FlGn 7.3J. S I 0 L PRONOE HANG VAULTS FOR 1' WATER ANO I 1( ?• C l V RECUREFD WATER VALVES ?i M 1 9 J. FTAIA F001 PANFE NQ I2500e001ID (RENSED 8/18/81) ! e' ffi "p. (? "p• ' FLOOD ZONE %. g . 4 A •. I / ' ? O I 3 i C T° X6 0 I C' E ALL?DCHAO LLNK FENCE I SAND e? ?• 09/28/16/00000/310/0x00 PRONOE x' RCW SEANCE I 1 I 4? CONCRETE snNC 421 MdA Boom ROAD (SEE DETAR ON SHEET M105} r CONS .,?` .f •? I Z Cl. ONOER3 lAB USE CODE: PU N T VALVE AND ro RE LACATED WESF WLST OF R ACCESS OMVE RCN ro IAftICAIMNI LL 2 "CPOSE I D I 6YSFM CONNECT 1' W ro EM"NO 12' W MOU OWBIE ( ?? C10J) A:C103 ; :C103 PARK s° 4 (SEE OETAR 011 SNFET M105) TIN VALVE ! •e N/ CRY OF CLEARWATER CD 9S q9 1' WATER YANC[ METFIt 1 L I I rMa9NWr 16/28/09/00000/310/0100 ' Q O ! BAIX RAN PREVIDRFR (SEE DETAR ON SHEET M10e) I F 10.00 11. W15. 401 McMllllnl BOCTH ROAD (Ir 11a0 ZONMO•. P q1 S T MOD FENCE 1 24' RCW I 18.25' 12' (SEE DETAIL ON SHEET C10J) (.. NOmTNE PIANT) I I (- ID 4E ( SHEET AWE X. SEE 24' RCW (1O OSTRRUnON) 1 pp 1 .39 'p CS ` O E • 4 ASPHALT P T q ] --r-• - -T--r_ r . - - -. r T 1p cuml X9. m i' i Y4' ?TTWZy Y&M Ly qs T / 8 W ql X qP P I' W AT EDGE OF NEW OR TREE PROTECnw 9A 01 I TYP. 6 e a X _J J c Y INVERT EIEV . 31.5 5 q X _ ?(SFE DETA X? I I R ON sREEF C104) L (J 9 q ? q s 24'%16' ( (CONNECT J) RDTICER ro EXIST.'R, W) oaf T 1 T_w 9 cL x4' l `? ip T X A I 5T 41 I0 0E A 99 14 RCA ------- ------ --- ------ 3 ' I 4 Ivm X (?, .VN)B 0 ' p (BY OTHERSZ 0 ` p p B'W q X _ / S T q4 I 1 X 4;' ? I FH 'T 09, N X x x x 9 I 1 4 F1 1 f nr ox azar no q 9q x TXgS qr X_ x FIRE HYDRANT (SST DETM ON 511E1T M104) r vAW9or / 2xRCw CAP (TO CONNECT ro DEL ORo as ? 0 x oMa N90 O " O 01 0 0 f 091 f X X X" 01, o 0 O o f 4, Oaf r X4, X4 X p !. ?? w1r a• iY 0.. DEL OHO PUMP STATION ®® 0. = x S I f E LA a i C ? P N p Na E 1.0 Ou a - Y &Ctt? irWater M? ,A4 7?vBeMPL DREW AND UNION STREETSM ?" RECLAIMED WATER SYSTEM 1365 Hants Avwv. CONTRACT 2 BOOSTER PUMP STATIONS •? "1° X02 a.a.In1a, n 33'68 U DEL ORO mDE MWL eN1 "" PNm. (TZ»442-)198, F? (T2JXe1-Je2T „k,TM PE N.9.mmDaD Public Works A?dmiistration MODIFICATION SITE PLAN ?•? ISSUE FOR BID 0) rn _o &j CONOInON PIIQECT AILA PF]iN0U5 RIPEIENOUS PON E10511N0 11,]00 SF. 11,488 SF. 2631 SF. 0 SF. PROPOSED 74,J00 SF. 10.188 SF. a1x2 SF. 1.008 S.F. W GEOWEB (SEE DETAIL THIS SHOO TYPICAL SECTION A:C102 NATURAL Vu GRADE I 6' MIN. • I-S, W1, B• MIN. CUT SWALE TYPICAL SECTION (GRADE AROUND BUILDING) 4"x4' WOOD POSTS 2"A4' WOOD RAILS F? PLAN 1x8 P.T. WOOD 2x4 P.T. WOOD ?W/ 1/2' SPACING / HORIZ. RAILS b NATURAL I 0 GRADE OGHCRLTE FlLL 8• SON 40 PIPE ORND SMOOTH - ALL ROUGH AREAS AND EDGES tAA ? MA)( vANr SAFETY rETiDw N'?p zz r 5 Tm OF FlM9,ED ''CC ORVE OR 9 ACE MATERIAL DES PLAN b z - .40 YD.a CONC. MM. (2500 PaD qA BOLLARD DETAIL NTS SDUARE VALVE BOX COVER PLAN VALVE BOX IYP. D ORAOE COVER IN UNPAVEDD AREAS IN PAVED VED AREAS BASE COURSE ADJUSTABLE VALVE BOX WHEN VALVE OCCURS IN ROADWAY, SET BASE ON 10-COMMON BRICK. VALVE BOX SHALL .? NOT CONTACT PIPE OR VALVE I Y /14 OAUCE SOJD AND 1RACFR WIRE ? .. /'TAMPED ?./ ITAOVILL 6 1-1 ORASS A- LANE f{BFE OEfNL A) NxtASS?AfZ Y spO m Tmsm SAND/TOPSOL MIX Ir PERFORATED OEOWES ,Y -AOtm aUBmADE 4x4 P.T. WOOD POSTS SET IN CONC. • MAX. 8. O.C. 5000 P.S.I. CONC. 12 . FOOTING. SLOPE CAP TO DRAIN NOTES 1. ALL HARDWARE TO BE MIN. 5/8' HOT DIPPED GALMNIZED. 2. ALL WOOD TO BE A2 SOUTHERN YELLOW PINE PRESSURE TREATED WITH THE AGO TREATMENT PROCESS PLUS WATER REPELLENT. WOOD SHALL BE PRESERVE PLUS AS MANUFACTURED BY CSI, OR EQUAL ELEVATION WOOD FENCE DETAIL NOT TO SCALE DETAIL A GEOWEB ACCESS DRIVE DETAIL MA T OR SCORE J/la•W . , ,/YD 1/2 MANSION JDNT COHTR0. -NT (MAX. JV NTERVALS i 1/Y Q OA, Fl"'a WW" JOINT MuR P TYPICAL SIDEWALK DETAIL MECH. JOINT VALVE) `RE>TRADNO JONT TYPICAL VALVE SETTING DETAIL NOT TO SCALE yy DA BRAG: RAR PIPE 3' MESH 1 S/B• D.D. 3ORNER POST 2 T/BOD. ,118• Ia J/4- TENSON BAN . OS Jro• TIN55 RfA? POST z Of o.D. {{pq?I 40. a 1FNSIm WBE R?.N..' DIPS O N 0 2-!&d- (yAXNMC L? h NO,£ ALL MATn - SNALL BE OALVANIIID S>m MTH SLACK VINYL PVC --a, TYPICAL CHAIN-LINK FENCE NPT,R awlE IV MNL SPAUNG TP. NF a cA WBtE °TPS a t'-o- TOR RAIL PIPE EMl ppOSi ?, 5/8' MO. r S/B• OIA - Rm 1Y OPDNWC / F 2• S ATE MAME ALL JOINTS h 1URNBUODE PftOH51ON F'OV PADLOCK 70 112- DOUBLE GATE DETAIL NTS 1 1/4. M. ..M DO HNOE POST (TTR) w e scA c ?1vF[Q1Vt& rwater B „ D?« PP DREW AND UNION STREETS" CRMD RECLAIMED WATER SYSTEM Jas xWA.1 Am°. CONTRACT 2 BOOSTER PUMP STATIONS °? C'1i O3 °a°^°'•'TLJTI v vA.?. ( IZT)44z-noe. I= (7V)4451-27 DEL ORO Public Works Administration T° ISSUE FOR BID .,,.,nam.a..a.ma mAAF'?e?Pa.wrnn.A. a,>•r CIVIL DETAILS o PV1NNING & D .--, CITY OF ORiGIiJAL tr tqe nt •I nwtFSt / woss sECnaN Fit tt?r A A N Fwwe mw m.l.la F nil a NeeA - / w.?,. ve.+ tmm .enF2 Fm .vaev... ? ?a x ta'u? up.?a .le ? mee, rw. / F ? deck Paa F wt. MAC Tn?d rt PIAN NEW •.ato?Sb?vr rte° .02 TEMPORARY SEDIMENT TRAP TEMPORARY SEDIMENT TRAP n? 1,.?.1a.`\ AT STORM DRAIN INLET AT CURB INLET rror ro scuc Nm m 9CA E ?m A p? 6p a11.• tae Lean ?Im A rt utvRp? ?4. ?! tw ®ew?ix ?i[TmlteP?? iewa? Fvwta xru i?Ymm n++.w.l? ?r.V.w? rrt Fw• n?? ?-w TEMPORARY SEDIMENT BARRIER 1."0+.F°i".. °m°"^ "'•+ AT DROP INLET A N6T ro scar reP aa?e.a.,,tm. rw I? uM ? tl.. SECIICN A-A TEMPORARY EROSION CONTROL DIVERSION BERM um ro wwc t. fafP pC1fAA FWI AX X 0"?FE MRI tCII M 16 -1 CRIIML'1011 .A OfiYMI A h& CO" IERC" PE MTM Nt 1?0 P?41Vl.?All¢ /?1DY ?" M. 0.N1101. YG911L9 9WL 9E MfAafD A? ?v? ?v-, ANV M,o, vv„a .nxr P,v,tc,?.t ?. a6 6 vaavaN " M" n A-F- TM . N IT 1°° P a of A? 6 Pn a6 „E 6?6aN ANV .vE?a mNTMa :?a E, . "AS Ri SDYFIS. l?llae"LL.ITV vA.dNS 01 aTMFA APOAOtID YFMp05 A6 MgY06A lU PETFIIt TE ,RNIS??lf CP Ml,lt Mla ? :,,a61t ?NVA v1,W1E,. Flv?, ? »". v,Axl M,. Nat v. Ate. W?a veaexNSaic rm ur. Ex am Arm vAm rawnw ammA,rcM vPans e? ? amaENt etyma IuAaAaES .avtm w ,ws wvtm?m Ara rm anN „a c,r a ? .v naEava M va Pav ttv ,IW 6,ornmv AsP,v?w n mxmAerav t? ?,Am Ivnrva Axo ParEer AAw.cMr P?EVIVa root tla Amaw"rlw rs va. o6aPS Av6 wmAVE E. PTMEIA 4B09?IIEt?6"?/At' NN A9 ?1AOYID M M6rM0 6'! TIE 1"?0 PRTM6. T erNl vII A =T. PROETMR. 1HE MlT 6AWEER9 91ML eE M® M ACEWNI¢ 1E1N 11E ATIAOm LEfMIn .1 A9 wuClm 6T 111E fNPa?1. SEDIMENT BASIN WT M SCA1r 'hE4?v.) I r w f w F..? st tAw. CROSS SECTION T _ w? ?tm ATfAtl@la Ma Snt fFHfF I lop l TOP ISOMETRIC '11M TEMPORARY EROSION CONTROL GRAVEL INTERCEPTOR BERM uor ro 6CA,f INSTALLING A FILTER FABRIC SILT FENCE rrot m scut ?ra.om I+m TREE PROTECTION DETAILS xrs ,?r" >r 4p.- Y+ o a. ?r T Et. tml .w xtnc txmtE a< nK6 IO.OeveMV.e v t DREW AND UNION STREETS RECLAIMED WATER SYSTEM sr. e ° N° --? ? ,J66 Nan1a Armu. rwa er a A CONTRACT 2 BOOSTER PUMP STATIONS °? „?„ C104 ev,vve°a,]ve a ftw (]2»412-]166, F. (]2»161-.162] °'^•-' DEL ORO MN NA Public Works Administrati on TEMPORARY EROSION ISSUE FOR BID .MM.IVavmo..a.aMV ,A..N.a,a....,,....... CONTROL DETAILS f Not ^. REPNR ALL INSTURIMD SOD FROM UnnY TRENCIONO OPFRATIW 2 UYIT OF SW MOM MA1 AREAS ro 1E DISRSiSED BY PROPOSED WNSIR -N. LEGEND P/ OSn EAS150. 'I- P1mP ro eE RFMOYID Plus TREE + PIANr PROPOSED ?"? "^'R R:oWOUS TREE ? e WANnTY WANl1rY wwPOStn InAII a saD AIEA 910TH) PItOMOE IAtpAWN FOR RAY TxoSE sawm AREAS sloTm 00 giElE PAVELFNi . ? A9 NIALT PAYOIDVT Q O Q ?m m ASPHALT W J i 4P ORIGINAL TEn• -3d'. '. "9 - "+( a I (? IhE OAK J 1/!'-1' CPI. BM1R MURRAYA PAMI (8) dUNOE J CAL, r{'-JO ####IIRRFF"'' FCIR I/2"PLS742 FCIR 1/2" ILLEGIBLE \\ \\ \ ' xnn \ YII01 r Rq iRM \ \ . -Nrimw \ \ wE a Ra?P1E raw nAV rnf osm rm \ '. . \ \ J. YlR ®EDI ?a I /'? O . ?//. . R ItlOf Y n rW _ O IOOIYIL \ L / r? 1 0106n1® eL ? ^ lrltf SIIR E/ 119E ? eVlll N 01 ®I?Ir MNM Hl B'OOn . \\ . >Q LSOAAEL Y7xf SoYE ? \ \ SAtf lWE-- Jm JD611E EOIX R 11E IORML ® ' \ ElE A- / SECIIW PLAN ' \ TREE NOBS • \ .B '.e' . .Ae 1. AL 1100R ]IML R: ewiv 01 ME?Of IR4R n6Om .. . 1 00516 RWl IOf Q? CIDI I[m( ROLE S RIPE NL 56R e/R LIE AW16 A410 TAN( ? RIPE NL Sly IRPEI nE A/OII SMIS D®A IrF LIE IROML i RYAT ML El1/A t.VI MS RPI MiW 6RE RAf 9YL \ \ 1v v?veuroRmnuJlarAtlm?E lxs?a11P1PR Fxv re¢ 2 - TRH PLANTING DETAIL ro scuE No , \ \ Oaa . ? ? t \\? ( 4' OR v \ X4s q9 \\\\\\\ \ \ \ \ pa v % x %\\\\\\\ \\\ \\ \ Or Oam o..v 49 4'P 9 \\\\\\\\\\\\\\\\\\ \\ x \ ?V\\\ a 9 X X % ? a AT,YxxD,. \\ V. \\? OJ JI gyp - ms=o rrA? Y6VRNY JRaa / ,CONC (TYP)-T SAN DEL ??(,?, T PARK X4 nEE eumr X? d X'' .1 X., v X+ - OaarnOµ 0_ x x? Oa:< pp = pRTr° sq ,gaa va X4° x? a r DLL ORO PLW STATION O° x 3 - SlfillB PLANTING DETAIL 1- LANDSCAPE PLAN 0 ?.?0 NOTE xor ro SrxE SCALE 1' 10' evE ?T 1. 5,337 SQUARE FEET OF IMPERVIOUS AREA ADDED TO THIS SITE. r DREW AND UNION STREETS IL MkM1"dD.Q°ro.gP,p RECLAIMED WATER SYSTEM 1??&CREE? ?oi &rwater ?1 g ^ a CONTRACT 2 BOOSTER PUMP STATIONSR urn ®1M5 HSnlst Armu= DEL ORO Pna,. (Tr>)ur-n Pe, Fas (TRTNJI-Jen Public Works Administration a ISSUE FOR BID ...maumv..e.mn-=.P.e...s..•n^.... m.. LANDSCAPE PLAN I rIANNII T $ DEVELOP .? _ . OF C fl FA2 0 ORIGINAL . OAaE PENT ?T wwN ROOF ATNILT SNINNE uMW. aT1ER RaaF - - - e ooWW sscur 12 s 1s - - - srsrlM ?? -- b EAO cavNc Yg t e' s• e• 777 ' ' oooN ..... . • . .,, CCrRRS(.IORtT . .. .:..:. . .... . ... ..:.., ?•rd'?owsn Wnu?txsv'?'`; ? svm :'." Tm 'h`/?I)• i r i ..Pa12iTP: r,xisa ? '• ? ? . F . !. ff 2 T AN REQ m MAN 1 W 1 ER NNN - - _ , , ,•.1, Mr1EH . 'Y ^ •? PYC 119E Y p?llgp? d T. r r 101 .'1: 159. ?1G1 a x105 .CON PE _______ ___ - - - - - - - - - - - - - - - - 1 -WEST ELEVATION 2 - SOUTH ELEVATION 1µ'-r-O• i 3 - EAST ELEVATION aaE YEMT A'PH?LT MMOfE ROOF ALUM. IAI- e 5oes SPMIT srsTnt SN0.9 IN. W?1FR M?/JX CONC PIPE SUPPORT 12 4C--_- 4-NORTH ELEVATION 1/t•-1'-0• ASPHALT -- ROOF DM. wTm A s corm swuT srnd stuao rmmt REIIARWD NA1FR _ NROM& um o? mF.k,o,Qa;e DREW AND UNION STREETS o m m°° RECLAIMED WATER SYSTEM ?tb5 N?let A- rwater •?-••^e CONTRACT 2 BOOSTER PUMP STATIONS • m '/P„?,?„'-` A102 1 41 - - _ P°N?. (riT)snz-T,?ae. r? ?TS>)?e1-xzT D-••'"" DEL ORO "r^ rJ°0®" °0°°"" Public Works Administration "" ISSUE FOR BID .R..m? ._.....,,... .. a. ARCHITECTURAL EXTERIOR ELEVATIONS C6:;) 1 PLANNING -& DEVELJPM :NT • City of Clearwater Drew/Union Reclaimed Water System Contract No. 2 - Booster Pump Stations Flexible Standards Development Application General Summary of the Project and Site Data Table R The proposed project consists of the construction of a Reclaimed Water Booster Pump Station Building that will be located within the Del Oro Park area, approximately 160 feet east of McMullen Booth Road. The parcel identifications in which the building, driveway and sidewalk will be located are 09-29-16-00000-340-0100. The listed owner is the City of Clearwater. The parcel is currently used as recreational area and parking. The area is zoned "Recreational" (OS/R). The proposed building will contain pumps, motors, controls and electrical equipment for the reclaimed water transmission main along Drew Street to serve the area west of McMullen Booth Road. The building will not be occupied. The building use is "Utility/Infrastructure Facilities". The proposed building is a single story structure with a hip roof design. The building will be of masonry and stucco construction, consistent in scale and exterior detailing with the adjacent residential neighborhood. The dimensions of the building are listed in the Site Data Table. Site Data Table Land Area 967,032 sf 22.20 acres Project Limits Area 14,300 sf 0.33 acre No. of Existing Dwelling Units 0 No. of Proposed Dwelling Units 0 Gross Floor Area 2,162 sf Parkin Spaces 0 Total Paved Area 960 sf Landscape Materials See Landscaping Plan Existing Easements N/A Building Height 18'-8" Impermeable Surface Area Ratio See Below Floor Area Ratio See Below The existing parcel includes all recreational facilities of the Del Oro Park and a proposed pedestrian bridge spanning McMullen Booth Road. The proposed pump station building and access drive have been designed and coordinated with the proposed pedestrian bridge based on the design drawings and site plan furnished by the engineering consultant. The proposed pedestrian bridge is shown on the site plans for the pump station. It is not the intent of this submittal to address the surface water management plan for the proposed pedestrian bridge or park facilities. The proposed Booster Pump Station Building will add approximately 2,162 sf of floor area and approximately 960 sf of other impervious area (access drive). In the project limits area, the "impermeable surface area ratio" will be 0.178, and will increase the overall site by 0.0033. The "floor area ratio" will be 0.123, increasing the overall site rffliOrlt[?M-13 0The Drainage Narrative and supporting calculations are attached. (?? l rte-- r--- -.--__ 5 U l ?) (V/ t 2005 V ?T V! C t )? ?. •?J I • b R I C, ?i N A L DRAINAGE NARRATIVE Del Oro Pump Station This project consists of the construction of a pump station for the Drew Street / Union Street Reclaimed Water System. The scope of this project includes the construction of a 2,162 SF Pump Station, 960 SF concrete Drive and a 200± LF access drive constructed of a perforated Geoweb cellular confinement system. This porous pavement system will be grassed and maximizes stormwater replenishment and minimizes runoff. This drive will be used by maintenance vehicles to service the pump station on an as needed, infrequent basis. This is a non-manned pump station and will not receive daily traffic. The project area is located in Section 9, Township 29S, Range 16E, in Del Oro Park along McMullen.Booth Road in Clearwater, Florida. Runoff from this site currently flows overland to a depressional area within the park and then outfalls into Copper's Bayou to the southeast (as shown on the USGS Quad Map, attached). The proposed stormwater system will include a shallow percolation pond and a natural outfall that will allow overflow to naturally flow to the depressional area as it currently does. This will allow for additional percolation though the park before outfalling to Cooper's Bayou. As shown in the Modret Hydrographs (attached) the 50 year/1 hour storm produces 1,315 CF of runoff in the existing condition and 502 CF for the proposed condition. The shallow pond will percolate the pollution abatement volume of 596 CF within 2.2 hours and retain 1,544 CF from the 50 year/1 hour storm. Construction at this site will actually improve recharge to the groundwater table and reduce stormwater runoff. This project is located in Flood Zone "X" as shown on the FEMA panel No. 125096 0011 D (revised 9/19/91) attached. The soils data used in the model was taken from the Geotechnical Report, prepared by Driggers Engineering (attached). MODRET HYDROGRAPH DATA INPUT - RATIONAL HYDROGRAPH METHOD Project Name : Del Oro-SOYr/Mr-Pre Contributing Basin Area Runoff Coefficient C Time of Concentration Rainfall Depth Storm Duration 0.33 ac. 0.27 60.00 min. 4.10 in. 1.00 hrs PLANNING & u f? - Nk YY • ' r S ? f• *?rt?h ?? l? .: 0 HYDROGRAPH : Del Oro-50Yr/l Hr-Pre Q 0.36- ....._ 0.34- ---------------------- 2 . ? .0.32- ? c 0.3- 0.28- ------------ 026_ 0.24- ...._...._:..._ ..............:.....:............. '- . 0.22- --..,_ v 0.2- -- 0 0.18_ _ c 0.16- ............................:..._.... 0.14_ ......._:.._. .:......:....:_.._:........:. 0.12- ._ ................:.. _........s.. 0.08 -----.. 0.06- ................ 0.04- .....-.... . 0.02- 0 1 2 I* L? MODRET L? A L HYDROGRAPH DATA INPUT - RATIONAL HYDROGRAPH METHOD Project Name : Del Oro-50W/1E-lr-Post Contributing Basin Area Runoff Coefficient C Time of Concentration Rainfall Depth Storm Duration 0.33 ac. 0.42 60.00 min. 4.10 in. 1.00 hrs tJ r i'S h Li r ` 42 U 4= . O C' 7 w 2 • • MoDRe-r CN?L SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS PROJECT NAME : Del Oro -Post 25yr/24hr POLLUTION VOLUME RUNOFF DATA USED UNSATURATED ANALYSIS INCLUDED Pond Bottom Area Pond Volume between Bottom & DHWL Pond Length to Width Ratio (L/W) Elevation of Effective Aquifer Base Elevation of Seasonal High Groundwater Table Elevation of Starting Water Level Elevation of Pond Bottom. Is there overflow? Avg. Effective Storage Coefficient of Soil for Unsaturated Analysis Unsaturated Vertical Hydraulic Conductivity Factor of Safety Saturated Horizontal Hydraulic Conductivity Avg. Effective Storage Coefficient of Soil for Saturated Analysis Avg. Effective Storage Coefficient of Pond/ExfiItration Trench H d I C .:.: y rau is ontro Features. Top Bottom Left Right Groundwater Control Features - Y/N N N N N Distance to Edge of Pond 0100 0.00 0.00 0.00 Elevation of Water Level 0.00 0.00. 0.00 0.00 Impervious Barrier - Y/N N N N N Elevation of Barrier Bottom 0.00 0.00 0.00 0.00 MODRET 0 R N ? A L TIME - RUNOFF INPUT DATA PROJECT NAME: DEL ORO -POST 25YR/24HR STRESS PERIOD NUMBER INCREMENT OF TIME (hrs) VOLUME OF RUNOFF ($t3) Unsat 0.61 143.00 1 1.00 1,903.00 2 2.80 0.00 3 2.80 0.00 4 2.80 0.00 5 2.80 0.00 6 2.80 0.00 7 2.80 0.00 8 2.80 0.00 9 2.80 0.00 PLANNN oEvFLf;, arSUC+ LL.r?O . 0 0 11 G N A MODRET OR, ELEVATION VS OVERFLOW RELATIONSHIP PROJECT NAME : Del Oro -Post 25yr/24hr Structure Type: BROAD CRESTED Crest Elevation Crest Length Coefficient of Discharge Weir Flow Exponent Number of Contractions Design High Water Level Elevation 36.50 ft 6.50 ft 3.31 1.50 0.00 36.70 ft PL/s,NJvil`?'G 3 OED OF C, • MO®RET ?? ??AAL 0 R SUMMARY OF RESULTS L PROJECT NAME : Del Oro -Post 25yr/24hr CUMULATIVE TIME (hrs) WATER ELEVATION (feet) INSTANTANEOUS INFILTRATION RATE (cgs) AVERAGE INFILTRATION RATE (c;s) CUMULATIVE OVERFLOW (ft3) 00.00-0.00 33.600 0.000 * . 0.00000 0.00 33.600 0.14125 0.11814 1.61 36.534 0.09503 502.47 0.05497 4.41 35.931 0.04382 502.47 0.03267 6.99 35.600 0,02781 502.47 0.02295 10.01 _ 35.320 0.02013 502.47 0.01732 12.81 35.130 0.01556 502.47 0.01380 15.61 34.978 0.01257 502.47 . 0.01133 18.40 34.854 0.01042 502.47 0.00951 21.20 34.749 0.00881 502.47 0.00811 24.00. 34.660 502.47 r U W v t J v L...J U, P1AN'_N' 7-; % i SVCS1 Maximum Water Elevation: 36.534 feet @ 1.61 hours Recovery @ 6.991 hours * Time increment when there is no runoff WARNING Maximum Infiltration Rate: 11.128 ft/day Exceeds Vertical Permeability: 8.600 ft/day INFILTRATION : DEL ORO -POST 25YR124HR 500- 1,400- -v Q 1,300- y "Mi ,200- 1 > .cUt c 1,100_. ^r .J c 1,000- i i- 9 „ 00- 1 3 •' 800- , ' ..s c1% C 700- CS E 600- 500- 400- 7. 300 - f 200- :: I . . 100- _a .. 0 2 3 4 5 6 Time (hrs) Total Volume Infiltrated = 1,544 ft3 7 co W. a, 3 ca A i 5 6 7 • MODR.ET ORICINAL TIME - RUNOFF INPUT DATA PRC?ECT I?fiI E: DEL ORO - POLLUTION ASA EME€ T STRESS INCREMENT VOLUME PERIOD OF TIME OF RUNOFF NUMBER Chr__) ( -3) Unsat 0.61 I 143.00 1 1.00 453.00 2 I 2.80 0.00 3 2.80 I 0.00 4 2.80 I 0.00 5 E 2.80 I EE 0.00 6 ' 2.80 0.00 ---- .---------- ----- - Z $0 I 0.00 8 2.80 o.oo 9 2.80 0.00 PL C?7 ANT-)'!Nr & pE 4' ER Svcs. 0DRET ELEVA ON VS O i E LOt'1CR r`C-?' I ELATIONS: " I r' PROJEC i NAME ; Del Oro- P©iiution Abaae;nent SLIMCL ire 6 YPe; BROAD CRESTED Crest Elevation Crest Length Coefficient of Discharge Weir Flow Exponent Number of Contractions Design High Water Level Elevation P1 RNR?r?G DFt ?C?:, . f S'JCS. 36.50 ft 6.50 ft 3.31 1.50 0.00 36.70 ft 0 MODRET ORIGINAL SUMMARY OF RESULTS PROJECT NAME : Del Oro - PollUtion Aba?emer,E CUMULA i E WATER INS T AN TANMOUS TIME ELEVATION g ?'VERA?:c Ca?MULAVE FiLT Rr T ©N = NFLLTR.,,1--?t (?) (feet) RATE (d=) OVERFLOW =) RATE (cfs) (; = EM: ) 00.00 - 0.00 1 33.600 ? 0.000 E0.00 0.00000 33.600 0.10833 1.61 0,08961 35.682 0.07090 0.00 2,16 0.03845 _ 35.600 0.03073 0.00 7.21 35.007 0.02301 0.01957 I 12.81 15:61 18.40. 21.20 24.00 34 34!96 34.423 34.360 0.01107 0.00896 0.00744 0.00630 0.01612 0.01231 0.00983 0.00809 0.00680 0.00580 o. 00 A 0.00 0.00 0.00 0.00 0.00 `w utvciQPP?.1t,^dr + , Maximum Water Elevation: 35.682 feet @ 1.61 hours * Time increment when there is no runoff Recovery @ 2.158 hours Maximum Infiltration Rate: 8.441 ft/day 500 ....:...._...... _...__ 450 . .... .......... ........ ......_.... ..._._......_................ ? 2 u' U U r? ` f 400.: ; M ..... ... ..... ....... ? r-.m ??< c. 3 . Fu] 3'50-- -_.._.._.....__...._ " 300 cn C 250 ...._.. ` Ozz cn > , 200-. . 150- ......._ ........:.....--.......:..:._ . 100- 50- 01 0 1 I Time (h s) Total Volume infiltrate = 596 ft3 2 J 0 i _INFILTRATION: DEL ORG, POLLUTION AC3AT -MENT Cf) a- C O co N W U u CD J? 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M A51 'tAI } 1 t l i I f fr?. ! 133j.000OZe -000 000 Z" 000 £ 000 b 000 5 ------- - -- ----- - ii Sf r ? F r + M li. F t . N . .r. N 0 0 N 45 .4111 ?}7 ryJ°Ali ?I11 0 791 ? ? 41'd If 1i r I?.ry tii 1:1?1f t .i 14 rl?i? c 1 I < < I 7r 1 ? I I I Iyi ?':f it I a I 1'7 17 l4 V I}1 DRIGGERS ENGINEERING EEGrECHNICAL-ENG1NEEntNC and CONSTRUCTION MAT.ET?IALS TESTING SERVICES INCORPORATED F:A-k TRANSi HSSIO'_V CONTR SLER TET DATE: 1/6/03 ORIGINAL a tn: David ? ehr er TO: ?McKim & Creed FAX: 461-3827 lE: Drew - Union Reclaimed / Del Oro Park i t OUR FILE DES 014248 SENDER: Nicholas T. ,Iiorecki, P.E. Senior Creotechnical Engineer YOU SHOULD RECEIVE [ 5 ] PAGE(S) DiCLUDIN IG TB•.S COVER SHEET. IF NOT RECEIVED, PLEASE CALL: 727-571-1313 1) Logs of borings and DRY test results attached. 2) Normal Seasonal High Groundwater at DRY locaC.on estimated to be no higher than measured level (-2-9') 3) Shallow foundations for pump station,.2300 psf 4) Report should be completed this.-work i7 G?. MAIL COPY TO FOLLOW: , yE, s V _ V I P1MNIN(- 8 OSt :.t ('.IIy(w d:, _::.f: Clearv?rater Sarasota P.O. Sox 1783S, Clearwater, Florida °3762 . 941/371-9S49 cca ' Tampa 1 _O 9th St-set Nor?`t, Cfearw-er, FlDrida 23782 . °1?/S?o-cOc7 5ax; 941 /371-P9S2 7_7/571-1313 • F=Y- 727/572090 saroSFceC?dri9eere-zn com Fix: E13/9-A=JEi^5 9- clwefficeQdriagera-eng.cam p_ni ,ceC?dr'?ggera-eng,com D RIGGERS ENGINEERING SERVICES INCORPORATED uUKIN NO. ?S-1 Project Draw Suet & Union Street Rec'ai ed Water Svstem_ Clearwater, lorida Location See "Remarks" Foreman Nr. Completion Depth To Depth 26.5' Date 12/24/02 Water 2.5' Time Date 12/24/02 - w O m cq a) SOIL DESCRIPTION R? GINA L SURF. EL; p a te . N rr ?; J c O c M Q p un P BL H STA ENETR OWS/F SAMPL AMMER NDA ATIO T- O ER-1 , 30 RD N N 2 40 " D TE " L R ST C.D. B. OP 0 =- Dark ra li htl 1 0 2 0 4 0 60 B0 _ g y s g y organic Fine SAND with roots ?(SPl Gray Fine SAND - (SP) Gray slightly silty Fine SAND Fine SAND (SP-S(vl} i h i 'te:;:( s g L t grayish=brown slightly silty Fine SAND (SP-SM1 -' == Loose light brown slightly silo Fi silty ne SAND 3/3/6 1Q =:'::: Medium-dense dark brown Fine SAND -(SP)-- - 191?/1a \ i I tv . Medium dense d k b f l l . T ?=' ar rown slightly silty Fine SAND SP-SM 10112/15 Very stiff to stiff; li ht i I g green sh-gray slightly sandy CLOY (CH) 10/9/10 - 1.5 I I I J . 4/4/6 Y I I I II 1 :: _ I 1 F•6' ` I Stiff, light reen silt li htl I I g y, s g y sandy CLAY (CH) 20 Very stiff li ht i g green silty CLAY (CH) I I I, . 25 \ I i. 6/8/21 :I I C I I I I I I ? I I rrL LI sa - I I II PLANNING ? DES"` - • . ? Sl%cv CITY ( i C' :'-' ' I I ' I I I Rem arks i .: : •.' .?3 : Loc2tion: Del Oro Fark; 36-5' Noth & 2'\/Vest of Northwest Corner or- C oncrete Handb I all C I ourt I I I . Cacinn ? cr,r.iF, • • ORIGINAL DOUBLE RING INFII-? P," T ION TEST Job No: D=S 014248 Test No. DRI - i Date: 1Z'23/G2 Client : McKim & Creed Project: Drew Street & Union Street Radaimed Water Systems Location: See Sketch Test Depth; 1.1)' Outer Cyl. Diane: 24" Inner Cyl. Diam: 12" Description of Soil at Test Depth: Grayish-brcwn slightly silty Fine SAND Depth of Groundwater. Below Test. Depth: 1.9 ft Irifiitiation Rate: 8.6 In/Hr ?D I 12 ' ( - 0 1 - Z ,Q 2 o 0 1 2 3 4 5 6 7 Elapsed Time of Infiltration - HOURS TEST PROCEDURE: The lest was conduced in general accordance with ASTM D 3385-75, A seven (7"j inch hydraulic heart arras utilized.. The infiltration rate was determined at selected time inten*ais by recording the time for a 1 inch drop in water level. The seven (7'D inch head was then re-established until the next test interval. The'test was continued until stability was achieved and the infiltration rate did not vary in.excess of 5% between successive one (1) hourmeasurements. Readings were reoorded at intervals not exceeding 30 minutes. The plotted infiltration rate above represents the average of alf observations during each hour interval. Technician: RAIND AUGER BOPJ-NCLC)G °ROJ'ECT: ?rav ?rVe: A anion Dire°: F.ec.2imad Watar Sy=_nnu CLIENT: Clearwater, Florida NclCirn L Creed Fro iec No.: DES 014246 WATER TABLE: DF. i T TECHNICIAN: ' °' 0 LOCATIOIhc J•D, I DAT'?: 12.26/02 i COMPLETION DEPTH: • Se- Rern2rks TEST NUNISEP,: 7.0 DFI-1 ELEV. 0 (! ,) DESCP,IFTION DE?TH m (FT) } P-=MAFZKS Brown Fine SAND (SP) I 0 L Grayish-brown slightly silty Fine SAND ocation: Del Oro Park; ' (SP-SM) 64.6 South & 66' West of Northwest Comer or Concrete Handball Court • i T :1' _ •I•I?Ip i • •i;r: F E Grayish-brown Fine SAND (SP) I? 0 R G I ? . -, . 2 J Light brown Fine SAND (SP) Very light brown Trine S ±Np SP I: 4 . 5 r. . PLAAh1 NG DES" i ? 1, z O ?m . C+J Tu .r` r s G • C C7 ? _ t!s 0 Nunil,er Deplh Natural Moisture LL P L F 1 Clsssificalion CLIENT: fd cKim P. Creed URI - i 1,0' F f -ive isli=6 °i g ?1 y n'SRNU PROJECT: Ure1V Stv'aet & Union Street ' Reclaimed ifater Systems, Clearwater, Florida FILE: DES 014M RIGGERSINGMEEAING 51MVIUS, INC. Mc &CREE MEMO ? TELEPHONE ? FIELD REPORT 0 R G A L CJ CONFERENCE __ _l j DATE: PME: AUTHOR: 7 PROJECT: CLIENT: SUBJECT: ?- PROJ. NO. rd-V6 17 I E ? ? t 3 ? i L 5 ? i G i ? f ? T i ( ? ? ?6 $ i E S 1 4 g ?} ?. e C_ _.. f E i tl € ( p ,.,x._/ !'J r7 ??fi? ?-? I ?7 4 J• # ?1 _ F 5 S [ ;1 E i! u € ' i J V Sm 2 5r i ? 3 j F S d d ?/J j/ 4" +!. f E t- 4- e 7 d . r i S F i € 7 t f ....F? ?.? gr ± ? r 6.. '.3'? ???!•, ??' e i ? ? - . . ? v J k . #Z 0 ^7 A? .J € d, { [ 6 S F§ E 1!r I } 4 tt - ,( J.? Q!'L > • i ,m ? P /eJt ~ I I a 't i i , i d f 5 t ? i € s i ? € j C ( ? + 3 } 3 ? ? ! f ? ? 3 + i 4 [ ?` q V ?? ? f i ? „ v--i}.-,i t I ?,? ? ? v ? ?i,'? (_,/I'- € > ? 1 E -} ? t 4• - ? ? S { I ? ? t' I f i ` ! ! [ C R, v 3 i f E i ! (... ! ( Eb p $F € d ' l F f t _ y I t I I t?_?1 t I ACTION + 1, ??f7 ( L? a r?r ?L COPY: HEADQUARTERS 800-748-5557 . vJwwmckimcreed.com PLANNING & OEVTLO.",",`.: "a slvcsl CITY OF Cl f.. ?zlr+1 i?j.j LJ 0 CITY OF CLEARWATER ORIGINAL DREW AND UNION STREETS RECLAIMED WATER SYSTEM CONTRACT 2 BOOSTER PUMP STATIONS DEL ORO PARK PUMP STATION NOISE STUDY 401 McMullen Booth Road Clearwater, FL 33759 o Pi.AN I?Y OF C1 V ."{=:,,:,.:.:r? ? C INTRODUCTION ORIGINAL. The purpose of this study was to evaluate the potential sound levels of the new reclaimed water system pump station to be located in Del Oro Park. The study will evaluate sound levels at the adjacent property lines caused by the various mechanical equipment associated with the pump station operations. The target sound level for the pump station is 55 dBA, as set by the community review board. Based upon the results of the study, recommendations for the improvements to lower the anticipated sound levels will be provided as required. The pump station is a concrete masonry unit (CM[) structure with three main areas; the Pump Room, the Electrical Room, and the Chemical Room. The Pump Room houses three (3) 200 hp split case pumps and one (1) 75 hp jockey pump. The Pump Room is ventilated with a wall mounted centrifugal fan and a standard intake louver. The Chemical Room contains a chemical treatment system with a storage tank. The Chemical Room is ventilated with a wall mounted centrifugal fan with a standard intake louver. The Electrical Room contains the pump station electrical equipment. The Electrical Room is conditioned by a split system HVAC unit with an interior suspended air handler and an exterior condensing unit. The pump station is to be located in an existing park. The property lines are approximately 15 feet due North, 30 feet due West, 150 feet due South, and 150 feet due East. The property lines to the East and South are sufficiently far away and assumed not to be a problem. The North and West property lines are the main areas of concern. There are abutting residential properties along the entire length of these property lines. Del Oro Park Pump Station Noise Study -- uu-, U I - pLAMtJirvG a EVEL017 t Svcs) ,.,?..... 1 _.? ,_.. Page 2 ORIGINAL The study involved reviewing proposed plans, obtaining equipment and construction materials information from vendors, and performing calculations. In some instances, the study relies on industry standard information and/or estimates where specific information for certain materials or equipment was not available. Calculations were performed to estimate the sound levels at the North and West property lines due to various operating scenarios of the equipment. EXECUTIVE SUMMARY The pump station as currently designed will produce noise levels in excess of the desired sound level of 55 dBA at the adjacent property lines. However, with minor modifications and reconfiguration, the pump station can be made to meet the desired sound level. The changes involve replacing the entry and rollup doors with acoustically rated doors, moving equipment and openings, and adding additional sound reduction materials. SOUND LEVEL CALCULATIONS The results of the sound level calculations are summarized below: Calculation 1 Due to the configuration of the pump station, sound will pass from the pump to the nearest point of the North property line though the ventilation louvers. The North property line is approximately 15 feet North of the pump station. This sound calculation assumes a normal operation of one main pump motor and the use of a standard ventilation louver as currently specified. The calculations show.that the noise level at the North property line will be approximately,,7,6, decibels (dBA), which exceeds the 15 L ?... design criteria of 55 dBA. 11 D v •.. ?. L4vJ i t? Del Oro Park Pump Station Page 3 PLAPdNINr of Noise Study .,._.?.w Cd'TY ? '1, ;"4A; -i A ? 0 ORIGINAL Calculation 2 This assumes the same configuration described above for calculation 1, except the standard ventilation louver is replaced by a standard acoustical louver to lower the sound level reaching the North property line. The calculations show that the noise level at the North property line will be approximately 63 dBA, which still exceeds the design criteria of 55 dBA. Calculation 3 This assumes the same configuration described above for calculation 1, except the standard ventilation louver is completely enclosed by a sound reduction plenum wall, constructed of standard masonry construction. The plenum wall will block sound from directly leaving the pump station, which will reduce the sound level reaching the North property line. This calculation also covers the sound which would travel through the pump station walls directly. The calculations show that the noise level at the North property line will be approximately 38 dBA, which is significantly below the design criteria of 55 dBA. Calculation 4 This assumes the same configuration described above for calculation 1, except the ventilation louver is completely enclosed by a flexible sound reduction blanket, constructed of quilted fiberglass sound insulation, a vinyl septum, and a fire proof aluminized vinyl cover. The sound absorption blanket will block sound from directly leaving the pump station, which will reduce the sound level reaching the North property line. This option is less effective than the plenum wall, but is easier and cheaper to implement. The calculations show that the noise level at the North-property line will be approximately 48 dBA, which is below the design criteria of 55 dBA. Calculation 5 Due to the configuration of the pump station, sound will also pass from the pump to the nearest point of the North property line though the North exterior entry door. This sound calculation assumes a normal operation of one main pump motor and the use of a standard aluminum door as currently specified. The calculations show that the noise level at the North property line will be approximately 59 decibels (dBA), which exceeds the design criteria of 55 dBA. Calculation 6 This assumes the same configuration described above for calculation 5, except the entry door is replaced by a standard acoustical door with a mininum sound transmission class (STC) rating of 40. This will lower the sound level reaching the North property line. The calculations show that the noise level at the North property line will be approximately 40 dBA, which is below the design criteria of 55 dBA.. Del Oro Park Pump Station Noise Study ?--? r Page 4 0 ORIGINAL Calculation 7 This assumes the same configuration described above for calculation 1, except all three main pump motors are operating. This is the worst case scenario that can be reasonably assumed for pump station operations. The calculations show that the noise level at the North property line will be approximately 81 dBA, which greatly exceeds the design criteria of 55 dBA. Calculation 8 This assumes the same configuration described above for calculation 3, except all three main. pump motors are operating. The calculations show that the noise level at the North property line will be approximately 42 dBA, which is significantly below the design criteria of 55 dBA. Calculation 9 This assumes the same configuration described above for calculation 4, except all three main pump motors are operating. The calculations show that the noise level at the North property line will be approximately 52 dBA, which is below the design criteria of 55 dBA. Calculation 10 This assumes the same configuration described above for calculation 5, except all three main pump motors are operating. The calculations show that the noise level at the North property line will be approximately 63 dBA, which exceeds the design criteria of 55 dBA. Calculation 11 This assumes the same configuration described above for calculation 6, except all three main pump motors are operating. The calculations show that the noise level at the North property line will be approximately 45 dBA, which is below the design criteria of 55 dBA. Calculation 12 Due to the configuration of the pump station, sound will pass from the pump to the nearest point of the West property line though the rollup door. The West property line is approximately 30 feet West of the pump station. This sound calculation assumes a normal operation of one main pump motor and the use of a standard rollup door as currently specified. The calculations show that the noise level at the North property line will be approximately 55 decibels (dBA), 55 dBA. Del Oro Park Pump Station Noise Study ^73 thug design criteria of '' ?`_? Page 5 S.- C 0 0 ORIGINAL Calculation 13 This assumes the same configuration described above for calculation 12, except the rollup door is replaced by an insulated rollup door with a mininum sound transmission class (STQ rating of 40. This will lower the sound level reaching the West property line. The calculations show that the noise level at the West property line will be approximately 31 dBA, which is below the design criteria of 55 dBA. Calculation 14 This assumes the same configuration described above for calculation 13, except all three main pump motors are operating. The calculations show that the noise level at the West property line will be approximately 35 dBA, which is below the design criteria of 55 dBA. RECOMMENDATIONS The following recommendations are based on the results of the plan reviews, calculations, and engineering judgment. The recommendations are in order of importance. 1. The standard or, preferably acoustical ventilation louver on the North wall should be enclosed with a sound absorbing plenum, to effectively block the pump noise from escaping from the North wall of the pump station. The plenum wall should extend to roof height, be sized for proper airflow, and be constructed of masonry block (same as the pump station walls). If a plenum wall is unacceptable, installation of a flexible sound-absorbing blanket in front of the louver is recommended. This is a less effective solution but may be easier to implement. A concern with this solution is the blanket could be easily removed or dislodged, which would render it ineffective. Del Oro Park Pump Station Noise Study QTV (-)I- C1 Page 6 • *ORIGINAL 2. The North entry door should be eliminated entirely or relocated to the South wall of the pump station. This will reduce the sound levels on the North side of the pump station. 3. The rollup door in the West Wall of the pump station should be specified with a minimum STC rating of 45. This will reduce the sound levels on the West side of the pump station to acceptable levels. 4. All entry doors in the pump station should be specified with a minimum STC rating of 40. This will reduce the sound levels on the West side of the pump station to acceptable levels. 5. At a minimum, the pumps should be specified with a maximum sound power level rating of 85 decibels on an A-weighted scale, measured at 3 feet (or 1 meter) per IEEE 85, corrected for free field conditions, and referenced to 0.002 microbares (0.0002 dynes/cm^2). Additional sound specifications may be advisable if all the i recommendations are not adopted to insure the pump station meets the intended design criteria. 6. The Electrical Room HVAC system condensing unit should be relocated to the South side of the pump station. The unit should be located to allow the Chemical Room to block sound from the unit to the West and the Pump Room to block sound Uq R Del Oro Park Pump Station Page 7 Noise Study _ - a PLANNING s 0F 4 s : 'ar"s! OF c? . 0 0 from the unit to the North. ORIGINAL 7. The HVAC system fans should be specified with a maximum sound rating of 55 decibels on an A-weighted scale, measured a 5 feet. This will require the use of wall mounted centrifugal fans as shown on the Architectural drawings. ,s CAIYCI? C'.. Del Oro Park Pump Station Page 8 Noise Study • r APPENDIX A CALCULATIONS Del Oro Park Pump Station Noise Study ORIGIN'At- m 1i v w. J ;: L?,..J J 'J _.J Y OF W1 0 • Calculation 1 ORIGINAL 200 hp pump motor to North property line, through normal louver. Equipment Distance Sound Louver Sound Octave Band Sound Level Noise level Attenuation Attenuation dBA dB dB dBA 63 47 18 0 29 125 59.5 18 0 41.5 250 71.9 18 0 53.9 500 80.2 18 0 62.2 1000 83.5 18 0 65.5 2000 80.4 18 0 62.4 4000 75.9 18 0 57.9 8000 68.1 18 0 50.1 Total 75.9 Calculation 2 200 hp pump motor to North property line, through acoustical type louver. Equipment Distance Sound Louver Sound Octave Band Sound Level Noise level Attenuation Attenuation dBA dB dB dBA 63 47 18 11 18 125 59.5 18 11 30.5 250 71.9 18 6 47.9 500 80.2 18 10 52.2 1000 83.5 18 16 49.5 2000 80.4 18 17 45.4 4000 75.9 18 15 42.9 8000 68.1 18 15 35.1 Total 62.8 Calculation 3 200 hp pump motor to North property line, through wall. Equipment Distance Sound Wall Sound Octave Band Sound Le vel Noise level Attenuation Attenuation dBA dB dB dBA 63 47 18 28 1 125 59.5 18 28 13.5 250 71.9 18 30 23.9 500 1000 80.2 83.5 18 18 36 40 26.2 25.5 ? 2000 80.4 18 43 19.4 U J 4000 75.9 18 46 11.9 ; 8000 68.1 18 49 1.1 ? j Total 37.5 PLAf?t?Jrlr r DFvE P ' OF C:S 0 • Calculation 4 ? ? ? ? n ? 200 hp pump motor to North property line, through normal louver with acoustical blanket. ?4 A I Equipment Distance Sound Louver Sound Octave Band Sound Level Noise level Attenuation Attenuation dBA dB dB dBA 63 47 18 0 29 125 59.5 18 12 29.5 250 71.9 18 16 37.9 500 80.2 18 27 35.2 1000 83.5 18 40 25.5 2000 80.4 18 44 18.4 4000 75.9 18 43 14.9 8000 68.1 18 29 21.1 Total 47.5 Calculation 5 200 hp pump motor to North property line, through specified door. Equipment Distance Sound Door Sound Octave Band Sound Level Noise level Attenuation Attenuation dBA dB dB dBA 63 47 18 2 27 125 59.5 18 7 34.5 250 71.9 18 12 41.9 500 80.2 18 17 45.2 1000 83.5 18 18 47.5 2000 80.4 18 19 43.4 4000 75.9 18 22 35.9 8000 68.1 18 30 20.1 Total 58.5 Calculation 6 200 hp pump motor to North property line, through acoustic door. Equipment Distance Sound Door Sound Octave Band Sound Level Noise level Attenuation Attenuation dBA dB dB dBA 63 47 18 2 27 125 59.5 18 31 10.5 250 71.9 18 34 19.9 500 80.2 18 37 25.2 1000 83.5 18 39 26.5 2000 80.4 18 43 19.4 4000 75.9 18 47 10.9 8000 68.1 18 30 20.1 Total 39.8 L'n luJ 1.6 U 1.'{ L?; ? •••• C1.rNJ di''? PLAh 14G, -.-.9TY Calculation 7 INAL Three 200 hp pump motors to North property line, through normal louver. ORIG Equipment Distance Sound Louver Sound Octave Band Noise level Attenuation Attenuation Sound Level dBA dB dB dBA 63 51.7 18 0 33.7 125 64.2 18 0 46.2 250 76.6 18 0 58.6 500 84.9 18 0 66.9 1000 88.2 18 0 70.2 2000 85.1 18 0 67.1 4000 80.6 18 0 62.6 8000 72.8 18 0 54.8 Total 80.6 i Calculation 8 Three 200 hp pump motors to North property line, through wall. Octave Band Equipment Distance Sound Wall Sound Sound Level j Noise level Attenuation Attenuation dBA dB dB dBA 63 51.7 18 28 5.7 125 64.2 18 28 18.2 250 76.6 18 30 28.6 500 84.9 18 36 30.9 1000 88.2 18 40 30.2 2000 85.1 18 43 24.1 4000 80.6 18 46 16.6 8000 72.8 18 49 5.8 Total 42.2 Calculation 9 Three 200 hp pump motors to North property line, through normal louver with acoustical blanket. Octave Band Equipment Distance Sound Louver Sound Sound Level Noise level Attenuation Attenuation dBA dB dB dBA 63 51.7 18 0 33.7 125 64.2 18 12 34.2 250 76.6 18 16 42.6 500 84.9 18 27 39.9 1000 88.2 18 40 30.2 ?. w y J 2000 85.1 18 44 23.1 4000 80.6 18 43 19.6 •-- M?--m•,- - -- •- 8000 72.8 18 29 25.8 ' PP3,r?dt8 0? % I'`''B S Total 52.2 0 0 Calculation 10 Three 200 hp pump motors to North property line, through specified door Equipment Distance Sound Door Sound Octave Band Sound Le vel Noise level Attenuation Attenuation dBA dB dB dBA 63 51.7 18 2 31.7 125 64.2 18 7 39.2 250 76.6 18 12 46.6 500 84.9 18 17 49.9 1000 88.2 18 18 52.2 2000 85.1 18 19 48.1 4000 80.6 18 22 40.6 8000 72.8 18 30 24.8 Total 63.2 Calculation 11 Three 200 hp pump motors to North property line, through acoustic door. Equipment Distance Sound Door Sound Octave Band Sound Le vel Noise level Attenuation Attenuation dBA dB dB dBA 63 51.7 18 2 31.7 125 64.2 18 31 15.2 250 76.6 18 34 24.6 500 84.9 18 37 29.9 1000 88.2 18 39 31.2 2000 85.1 18 43 24.1 4000 80.6 18 47 15.6 8000 72.8 18 30 24.8 Total 44.5 Calculation 12 200 hp pump motor to West property line, through rollup door. R IGINAL Equipment Distance Sound Door Sound Octave Band Sound Level Noise level Attenuation Attenuation dBA dB dB dBA 63 47 22 2 23 125 250 59.5 71.9 22 22 7 12 30.5 37.9 D ? 500 80.2 22 17 41.2 1000 83.5 22 18 43.5 2000 80.4 22 19 39.4 ^"-3 4000 75.9 22 22 31.9 - 8000 68.1 22 30 16.1 PLA,Pat. Total 54.5 (:I r r r ::... _ . .... _. . Calculation 13 "R i G A @ F 200 hp pump motor to West property line, through acoustic rollup door. 4d'__ Equipment Distance Sound Door Sound Octave Band Sound Level Noise level Attenuation Attenuation dBA dB dB dBA 63 47 22 29 -4 125 59.5 22 34 3.5 250 71.9 22 36 13.9 500 80.2 22 40 18.2 1000 83.5 22 45 16.5 2000 80.4 22 49 9.4 4000 75.9 22 51 2.9 8000 68.1 22 29 17.1 Total 30.5 Calculation 14 Three 200 hp pump motors to West property line, through acoustic rollup door. Equipment Distance Sound Door Sound Octave Band Sound Level Noise level Attenuation Attenuation dBA dB dB dBA 63 51.7 22 29 0.7 125 64.2 22 34 8.2 250 76.6 22 36 18.6 500 84.9 22 40 22.9 1000 88.2 22 45 21.2 2000 85.1 22 49 14.1 4000 80.6 22 51 7.6 8000 72.8 22 29 21.8 Total 35.2 D ROB M 0 vfl?. F1 r'-C' n II Z111. 3LANNING 3 0!^'- ' ; I S`iCS CITY OF C! 5 APPENDIX B 0, R !C INA L REFERENCE DATA Ip VTP-VVIi I Del Oro Park Pump Station Noise Study TM 5-805-4/AFJMAN 32-1090 10 Table 4-10. Transmission Loss (in dB) of a Filled Metal Panel Partition and Several Commercially Available Acoustic Doors. Octave Fi 11 ed Acoustic Doors,. Nominal Thicknesses Frequency Metal 2-in. 4- i n. 6- i n 10-in. Two Sets 4-in. Doors Band Panel . in Double Wal 1 s (Hz) Partition' Thi ckb Thi ckc Thi cKd Thick e 32-i n. Ai r Spacef 31 19 -- 27 34 -- 42 63 22 -- 29 37 -- 48 125 26 31 34 41 47 54 250 31 34 36 47 53 60 500 36 37 40 52 61 67 1000 43 39 45 55 66 75 2000 48 43 49 .59 65 84 4000 50 47 51 62 69 90 8000 52 -- -- 60 -- 95 STC 41 40 45 58 64 71 Notes: a Constructed of two 18 ga. steel panels filled with 3 in. of 6-8 lb/ft.3 glass fiber or mineral wool; Joints and edges sealed airtight. bAverage of 4. doors, 1-3/4- to 2-5/8-in. thick, gasketed. `Average of 2 doors, all 4-in. thick, gasketed around all edges, range of weight 12-23 lb/ft. dAverage of 4 doors, 6- to 7-in. thick, gasketed, installed by manufacturer, range of weight 23-70 lb/ft., 'Average of 2 doors, each 10-in. thick, gasketed, installed by manufacturer, range of weight 35-38 lb/ft.2 (Estimated performance, in isolated 12-in., thick concrete walls, no leakage, no flanking paths. ORIGINAL D: -w? l?J l_b U V t ,-PLAN' 'rjG & 0Fk t , _.SVCS CA Y 01 C.i . - - :1.: , .:-: -i 4-16 • TM 5-805-4/AFJMAN 32-1090 Table 4-7. Transmission Loss (in dB) of Plywood, Lumber, and Simple Wood Doors. Octave Frequency Band (Hz) Thi ckness of PI ywood or Lumber (i n. ) 1/4 1/2 1 2 4 Approximate Surface Weight (lb/ft . 2) 1 2 4 8 16 31 0 2 7 12 17 63 2 7 12 17 18 125 7 12 17 18 19 250 12 17 18 19 22 500 17 18 19 22 30 1000 18 19 22 30 35 2000 19 22 30 35 39 4000 22 30 35 39 43 8000 30 35 39 43 47 STC 18 21 24 28 33 i;RfGN,1IL Notes: 1., Surface weight based on 48 lb/ft.3 density, or 4 lb/ft.2 per.in. thickness. 2. Lumber. construction requires tongue-and-groove Joints, overlapping joints, or sealing of joints against air leakage. For intermediate thicknesses, interpolate between thicknesses given in table. 3. For ungasketed hollow-core flush-mounted wood doors, use TL for 1/h-in. thick plywood. 4. For solid-core wood doors or approximately 27in. thickness, well gasketed all around, use TL for 2-in. thick plywood. 5,. For small-area doors or boxes, framing around Cage of panel adds effec- tive mass and stiffness and will probably give higher TL values than shown. can be added to any one of the Type 1 through 4 combinations. This becomes necessary when all other floor systems clearly fail to meet the required TL values. The values given in table 4-16 are improvements in TL that can be added to the values of tables 4-12 through 4-15 if a well-designed and well-constructed floating floor is used. Where careful designs have included prevention of flanking paths of sound or vibra- tion, the table 4-16 values have been achieved nr? C''Ril E);Cnv,l l L.T n?;. :F 8Y7':111p qtr are not prevented by intentional design consider- ations, only one-la f"flesel imi vements inay lS "l In be reached. -' r 01'y C14F s 4 :. .. (a) Support of floating floor. The floating concrete floor should be supported off the structure floor at a height of at least 2 inches with properly spaced blocks of compressed glass fiber or multiple layers of ribbed or waffle-pattern neoprene pads or steel springs in series with two layers of ribbed or waffle-pattern neoprene pads. The density and loading of the compressed glass fiber or neoprene pads should follow the manufacturers' recommen- dations. If steel springs are used, their static ?nfln?-t;n.c};.• .1 ..± un 1e!?c f111n 1 /A ;qnh Tn cn-•-jr systems the 2-inch space between the floating slab and the structure slab is partially filled with a 1-inch thickness of low-cost glass fiber or mineral 4-13 ? -o 1 Lf L- EP t0 Suggested Design Values "Ideal Values". Thickness of Cinder Block (in.)' Thickness (in.) Octave 4 6 8 10 4 10 Frequency Band Approximate Surface Weight (lb/ft=) Surface Wt. (lb/ft=) (Hz) 24 36 48 60 24 60 31 22 26 27 28 24 30 63 27 28 28 28 29 30 .125 28 28 28 28 30 30 250 28 29 30 33 30 35 500 30 34 36 3T 32 42 1000 36 38 40 41 41 48 2000 40 42 43 44 47 54 4000 43 45 46 47 53 6o 8000 46 48 49 50 59 66 STC 36 38 39 41 39 46 Notes: 1. Lightveight block material assumes 65-75 lb/ft? density. 2. If hollov-core block or block of other density is used, select TL value for equivalent surface weight; interpolate or extrapolate if necessary. 3. Both sides of vsll surfaces should be sealed vith a plaster skim coat or tvo coats of heavy paint to achieve these valuess CD Q o• s y s a• CS oq g s ?o s? C' o? 0 O to s ? 3 , - 1A a m s• th A a ti .e f.. " D g Z ? w N O %0 O 23/04 '03 04:59 FAX 0 0 TO: William Haygood 0 EMERSON MOTOR COMPANY 8100 WEST FLORISSANT AVENUE PO BOX 36916 ST. LOUIS, MO 63136 PRODUCT SERVICE DEPARTMENT PHONE : 1-800-566-1418 e-mail: emersonmotorhelp@usmotors.com FAX NO: 407-895-8411 ATTN: CC: SUBJECT: Octave Band Data Sheets Q001 EMERSON. DATE: April 22, 2003 FROM: 7onjon Pastorizo NO. OF PAGES (INCLUDING COVER): 3 OR ic-ivA L Dear Mr. Haygood; Goodday! This is jon from Emerson Motor Technologies product service. Here are the Odave Band Data you requested for your noise study regarding your 75BP and 200HP US motors connected to pumps with catalog #s H75E2E and H200E2F. Thank you. ,ion (Paston:zo Product Service Engineer For answers to many of your questions, please visit our Wet) Site: ? www.usmotors.com p C? C 0 V71? fl PLANNING 8 Di , i SVCS? C:t1Y C.T _ t :. . _. FAX CONFIDENTIALITY DISCLAIMER or atta hment in any way. If you received this fax messages in error, lea euretturn by forward n, the iinessage and may not disclose, use, its attachments to the sender. distribut ,copy or rely upon this privileged 23/04 '03 04:59 FAX 0 ?j003 Pagel of l MOTOR NOISE QUOTATION MODEL NO. CATALOG NO. ORDER NO. LINE NO. PHASE TYPE FRAME R936 3 FCT 447 I OCTAVE BAND CENTER FREQUENCY (HERTZ) SOUND PRESSURE LEVELS MEASURED IN A REVERBERANT SOUND ROOM PER IEEE 85, CORRECTED TO FREE FIELD CONDITIONS REFERENCE:.0002 DYNES/CM= WEIGHTING NETWORK'A' 8115 200 4 60 MPI (Ref) 8116 HP 200 POLES 4 HZ 50 MPI (Ref) HP POLES HZ 31.5 - DECIBELS -- DECIBELS 63 47.0 DECIBELS 46.0 DECIBELS 125 59.5 DECIBELS 58.5 DECIBELS 250 71.9 DECIBELS 70.9 DECIBELS. 500 80.2 DECIBELS 79.2 DECIBELS 1000 83.5 DECIBELS 82.5 DECJBELS 2000 80.4 DECIBELS 79.4 DECIBELS 4000 75.9 DECIBELS 74.9 DECIBELS 8000 68.1 DECIBELS 67.1 DECIBELS y OVERALL 87.0 DECIBELS 86.0 DECIBELS DISTANCE FROM MAJOR MOTOR SURFACES 1 Meter DATA IS TYPICAL UNDER NO LOAD, IN A FREE FIELD PER IEEE-85 http://u semcomsrvO l .us em.corn/s oundpressure/SoundPressure.asp GRi61Nr1i. DATE: 412203 D F,-::, U. Vq_ JL.1 r?} *A U A• + 4/22/03 23/04 '03 04:59 FAX 0 Q002 •? Paige 1 of 1 I= xi MOTOR NOISE QUOTATION MODEL NO. CATALOG NO. ORDER NO. LINE NO. PHASE TYPE FRAME S183 3 FCT 365 OCTAVE BAND CENTER FREQUENCY (HERTZ) SOUND PRESSURE LEVELS MEASURED IN A REVERBERANT SOUND ROOM PER IEEE 85, CORRECTED TO FREE FIELD CONDITIONS REFERENCE:.0002 DYNES/CM2 WEIGHTING NETWORK'A' 49994 75 4 60 MPI (Ref) 50173 HP 75 POLES 4 HZ 50 MPI (Red HP POLES HZ 31,5 - DECIBELS -- DECIBELS 63 25.0 DECIBELS 24.0 DECIBELS 125 37.5 DECIBELS 36.5 DECIBELS 250 49.9 DECIBELS 48.9 DECIBEL; 500 58.2 DECIBELS 57.2 DECIBELS 1000 61.5 DECIBELS 60.5 DECIBEL` 2000 58.4 DECIBELS 57.4 DECIBELZr 4000 53.9 DECIBELS 52.9 DECIBELS 8000 46.1 DECIBELS 45.1 DECIBELE? OVERALL 65.0 DECIBELS 64.0 DECIBELS DISTANCE FROM MAJOR MOTOR SURFACES 1 Meter DATA IS TYPICAL UNDER NO LOAD, IN A FREE FIELD PER IEEE-85 http://usemcomsrvo 1.usem.com/soundpressure/SoundPressure.asp ORiGINAL DATE: 4122x'03 ri Vt /• - r ICJ 4/22/03 04/22/03 TUE 12:55 FAI Hudson Pimp & Equipment Associates lnc. Attention: Company: Total Pages: Phone: Fax: William Haygood EDA 7 (407) 895-8300 (407) 895-8411 U001 3524 Craftsman Boulevard • Lakeland, FL e 33803 Tel: (863) 665-7867 9 Fax: (863) 666-5640 Municipal Division Telefax Mess >- Date: 4/22/2003 From: Mike Bitting Subject: Clearwater Booster Station Attached is the Goulds Model 3410 Sound Level Chart and an explanation of the data in the chart. Please call if you have any questions. aRiGI Nq A L LU C.IZY CAF Gl f X: ?; tr'?; M Io It HTV ?1 ? gs ??? V .y ?ralJ u ? 04/22/03 TUE 12:55 FAX 00115k.htm • i Goulds Model 3410 Sound Level Chart • 70.15k ly 31, 1990 p. 3/30/90) [A 002 Page 1 of 2 Maximum Predicted Sound Pressure Level in Decibels (dB) - RE .002 Microbars, measured 3 feet horizontally and 5 feet from the floor, per QCP 130B Si RPM O ctave Band Center Frequency - Hz ze 31.5 63 125 250 500 1 K 2K 4K 8K A 2 3 11 3600 60 62 74 78 80 84 83 82 80 89 . x 1800 66 53 62 66 64 70 70 69 63.. 76 4 10 3600 72 87 66 82 77 77 78 77 76 84 . 3x 1800 65 80 59 73 68 67 69 65 66 75 g 4 3600 71 84 71 79 80 76 74 74 74 83 x- 1800 51 53 56 59 58 69 62 55 49 70 6 11 3600 62 775 75 84 82 85 84 83 77 90 4x . 1800 59 75 75 71 77 74 75 78 72 83 4 6 11H 3600 61 66 77 82 84 83 84 83 77 90 x . 1800 54 60 70 68 71 75 75 73 65 80 6 13 1800 68 73 69 70 68 72 73 71 68 78 - 4x 1200 64 68 66 66 63 63 74 62 63 70 4 13H 6 1800 65 74 73 76 78 77 78 74 66 83 x - 1200 61 69 70 72 71 68 69 65 61 75 4 6 15 1800 67 69 77 74 79 80 81 81 75 87 x - 1200 64 64 72 70 73 72 73 74 67 80 6 8 11 1800 64 65 65 77 77 77 77 71 65 82 x . 1200 53 55 63 55 49 55 55 55 53 62 1800 63 64 72 69 76 78 75 67 64 81 6x8-14 1200 58 68 58 67 70 72 64 66 56 75 6 8 14H 1800 67 72 75 71 72 76 78 70 65 82 x - 1200 63 66 68 73 73 75 73 66 59 79 1 1800 73 67 80 82 81 82 80 81 78 88 6x8- 7 1200 71 72 66 70 79 80 76 67 60 83 1800 56 59 72 79 74 76 73 70 65 80 8x10-11 1200 54 56 69 72 68 70 68 65 60 74 12 0 1800 67 63 72 76 75 75 '73 69 64 80 8 0- 1200 65 60 69 69 69 69 68 64 59 74 1 1800 68 66 71 81 77 79 78 76 71 84 4 $x10- 1200 60 63 68 68 68 82 73 63 58 83 r- RGNAL UD d ++ ? L bV?IV ? ` PLANNING 3 or file://C:\Program%20Files\Goulds\Prism2\UnzipFolder\Div\Fan1\Mod\Sect\SubSec\Zip.etm 4/22/2003 04/22/03 TUE 12:55 FAX R 003 0021 Sk.htm Page 1 of 2 770.15k July 31, 1990 (Sup. 3/30/90) i Maximum Predicted Sound Pressure Level in Decibels (dB) RE .002 Microbars, measured 3 feet horizontally and 5 feet from the floor, per QCP 1306 Size RPM O ctave Band Cen ter Fre uency - H z 31.5 63 125 250 500 1K 2K 4K 8K A 2130 79 76.2 79.4 79.6 87 86.4 87 85.2 82.5 92.5 6x8-22 1780 68.8 71.3 78.2 81.8 86 85.8 85.6 86.7 81.8 92.4 1180 60.9 71 70.4 73.7 81 80 79.8 75.8 70.5 85.9 6 i0 17 1780 81.7 89.4 75.8 82 79.9 83.4 82.8 74.8 70.7 86.3 x . 1180 65.8 63.2 67.4 706 72.2 73.3 70.1 66.3 60.2 77.3 8x10-17 1780 71.9 79.1 89.1 84.3 83.8 84.5 81.5 79.5 76.1 89.4 8x10-171-1 1180 65.6 66.8 72.1 77.8 75.2 77.5 74 69.1 64.8 80.9 8 10 21 1780 67 72.8 89 84.3 83.5 83.7 82 78.8 74.4 88.2 x - 1180 56.6 66.6 73.9 74.1 73.6 78.2 74.2 74.9 67.1 79.E 10x12-12 1780 58.6 68.9 79,6 81.1 76.6 84.3 81.4 75.1 71.6 85.7 1180 50.7 57.7 70.1 70.5 68.3 76.6 '73.3 65.5 61.4 77 10 12 14 1780 61.4 69.9 75.3 80.5 80.4 81.9 79.7 77.7 72.9 78.1 x - 1180 60.3 63.9 75.3 72.1 77.9 73 72.3 67.2 61.3 89 10 12 17 1780 82 84.3 91 86.9 84.4 85.8 80.3 77.9 75.5 89 x - 1180 74.1 73.1 81.5 76.3 76.1 78.1 72.2 68.4 65.3 80.3 1002 121-1 1780 6.1 74.5 78.5 80.5 79.6 81.5 79.8 75.7 71.2 85.4 - 1180 56.2 57.5 64 61.4 63.4 72.5 70.2 61.6 60.7 75.5 10 12 15 1780 65.1 68.2 82.6 83.9 87 85.4 82.6 79.1 74.2 89,4 x - 1180 57.2 57 73.1 73.3 78.7 77.7 74.5 69.6 64 80.7 12x14 15 1780 75.3 81.6 87.3 93.5 85.4 85.5 85.2 85.8 81.7 92.2. - 1180 69.5 71.6 77.9 82.9 77.1 77 79.5 77.5 72.5 82.5 ORGINAL r :;VCS file://C:\Prograin%20Files\Goulds\Prism2\UnzipFolder\Div\Fam\Mod\Sect\SubSec\Zip.etm 4/22/2003 PLAN ,4 :?4 F :t STANDARD CONSTRUCTION FRAME 8" (203) deep, 16 gage (1.6) galvanized steel channel. BLADES 18 gage (1.3) galvanized steel exterior B. surface, with 22 gage (.9) perforated steel interior surface that covers insulation. Blades positioned at 45° angle and spaced approximately 8' (203) center to center. ACOUSTICAL INSULATION Ruskatherm blanket. SCREEN 1/2' mesh x 19 gage (13 x 1.1) galvanized bird screen in removable frame. Screen adds approximately 1/2' (13) to lower depth. FINISH Mill. MINIMUM SIZE 12"w x 18"h (305 x 457). APPROXIMATE SHIPPING WEIGHT 9 lbs. per sq. ft.(43.9 kg/m2). MAXIMUM FACTORY ASSEMBLY SIZE Shall be 64 sq. ft. (6rr?). Maximum single section size shall be 48"w x 96"h (1219 x 2438). Louvers larger than the maximum single section size will require field assembly of smaller sections. FRAME CONSTRUCTION T- 1 3" (76) 11/2'(38) A' I B' i Standard Integral Dimensions in parenthesis ( ) indicate millimeters. FEATURES Bird Screen The ACL845 offers: • Insulated blades which provide effective sound attenuation and weather protection. • Published performance ratings based on testing in accordance with AMCA Publication 511. • Architecturally pleasing appearance. VARIATIONS Variations to the basic design of this louver are available at additional cost. They include: • Extended sill. • Front or rear security bars. • Filter racks. • Installation angles. • A variety of bird and insect screens. • Selection of finishes: prime coat, baked enamel (modified fluoropolymer), epoxy, Acrodize, Kynar, clear and color anodize. (Anodize finish available only on aluminum construction. Some variation in anodize color consistency is possible.) - • Formed aluminum frame with .100" (2.5) nominal wall thickness and .080' (2) blade with .040" (1) perforated aluminum interior surface. Octave Band Frequency (Hz) Free Field Noise Reduction (db) Ruskatherm Blanket 2/125 17 3/250 12 4/500 16 5/1000 22 6/2000 23 7/4000 21 8/8000 21 To calculate Transmission Loss (db), subtract 6 db from Free Feld Noise Reduction (db). Units furnished 1/4' (6) smaller than given opening TAG OTY. SIZE FRAME VARIATIONS A*-WIDE B*-HIGH I; =, t- .r , N 1 1-1; L?. L.1 Y,) 1I 1 I < it 11 h\ ,I y (_. i CITY Cif C' _. t PROJECT LOCATION ARCHJENGR. CONTRACTOR REPRESENTATIVE DATE Spec ACL845.898IReplaces ACLS45.495 ALL STATED SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. 0Ruskin Manufacturing 1998 3900 Dr. Greaves Rd. Kansas City, MO 64030 (816) 761-7476 FAX (816) 765-8955 ACL845 STATIONARY ACOUSTICAL LOUVER FORMED STEEL JOB: DEL ORO NOISE STU* • l? Greenheck 4/29/2003 Fan and Ventilator MARK: EF-1 17.88 15 NOTES: All dimensions shown are in units of inches Fan weight is without accessories. nIM FNSIONS Damper Size (in.) Recommended Wall Opening (in.) Appro. Fan Weight (lb.) 10x10 10.5 40 w:--•----.. T.. -1..... 00 - 7n\ QR i GINA L Volume Operating Motor Information Qty Model (CFM) SP (in. wg) FRPM Power (hp.) Size (hp.) V/C/P Enclosure RPM 1 CW-090-D 744 0.125 1,550 0.07 1/15 115/60/1 ODP 1550 SOUND i Inlet Sound Power by Octave Band Lwa dBA Sones 62.5 125 250 500 1000 2000 4000 8000 69 69 71 62 57 57 56 47 66 55 7.6 1.0 0.6 I i . a, 0.0 3 c a d 0.4 N 02 0.0 0 LwA - A weighted sound power level, based on ANSI S1.4. dBA - A weighted sound pressure level, based on 11.5 dB attenuation per octave band at 5.0 ft. Sones calculated using AMCA 301 at 5.0 ft. 550 RPM // Jr m gl ' LOS ? O ?F r° l) ?OtS 100 200 300 400 500 000 700 000 Volume (CFI) Direct Drive Centrifugal Sidewall CW Exhaust Fan CONSTRUCTION FEATURES • Aluminum housing • Backward inclined aluminum wheel • Removable mounting plate • Birdscreen mounted to the discharge perimeter • Bali bearing motors (sizes 98-160), sleeve bearing motors (sizes 60-95) • Motors isolated on shock mounts • Corrosion resistant fasteners SELECTED OPTIONS & ACCESSORIES*-- Switch - Nema-1, Toggle, Mounted & Wired Motor w/ Thermal Overloads 0.10 amca amin6D Rarlow 0.06 fOURD t11R 0.06 $ 0 S a 0.04 v 3 o° 0.02 0.00 600 Greenheck CAPS 1.9.2.3 • JOB: DEL ORO NOISE STL ® Greenheck 4/29/2003 i/ Fan and Ventilator MARK: EF-2 19.75 16.88 NOTES: All dimensions shown are in units of inches Fan weight is without accessories nimFNSIONS Damper Size (in.) Recommended Wall Opening (in.) Appro. Fan W eight (lb.) 12x12 12.5 53 F, Direct Drive Centrifugal Sidewall CW Exhaust Fan CONSTRUCTION FEATURES • Aluminum housing • Backward inclined aluminum wheel -i-Removable mounting plate • Birdscreen mounted to the discharge perimeter • Ball bearing motors (sizes 98-160), sleeve bearing motors (sizes 60-95) • Motors isolated on shock mounts • Corrosion resistant fasteners SELECTED OPTIONS & ACCESSORI Switch - Nema-1, Toggle, Mounted & Wired PLANNING & DEVELQi•- rd r SVGS r.JTY 01 CL r.S.t ',`r. i s 9 RIGINAL Volume Operating Motor Information Qty Model (CFM) SP (in. wg) FRPM . Power (hp.) Size (hp.) V/C/P Enclosure RPM 1 CW-121-A 1,979 0.125 1,725 0.4 1/2 115/60/1 ODP 1725 SOUND Inlet Sound Power by Octave Band Lwa dBA Sones 62.5 125 250 500 1000 2000 4000 8000 81 80 86 72 69 66 65 57 79 68 16.5 3.0 i 2s 2.0 O) 3 E 1.0 a 6 W 1.0 0.5 0.0 0 LwA - A weighted sound power level, based on ANSI S1.4. dBA - A weighted sound pressure level, based on 11.5 dB attenuation per octave band at 5.0 ft. Sones calculated using AMCA 301 at 5.0 ft. 725 RP M / / I 10 / / 0 OJT / oko `o0 0 200 400 000 0.e amca camil@D o.s BA RGI fO1111D 8 p? 0.4 ? 0 0 0.3 c a w 02 a s, 0 O o. 0.1 0.0 800 1,000 1,200 1,400 1,800 1,800 2,000 2,200 2,400 Volume (CHM GreenheckCAPS 1.9.2.3 The Proudfoot Company, Inc. Sound Absorptive Baffles ® Resonator Sound Absorbers Quilted Sound Screens Wall Panels Commercial Sound Masking System 0 Page 1 of 3 ® Personal Sound Masking System ® Pipe and Duct Lagging 0 Flexible Noise Barriers ¦ SONEXTm Acoustical Foam Quilted Sound Screens OR' I GINA i. PLANNa (! a .& OF Noisemaster Quilted Sound Screens are sound absorptive, barrier curtain systems designed for effective reduction and containment of reverberant airborne noise energy in industrial, architectural and original equipment applications. Noisemaster Quilted Sound Screens consist of flexible nominal 2" thick fire-safe (ASTM E84-84a), high performance fiberglass blankets laminated to both sides of a 3/32" (11b./square foot) loaded vinyl septum.* The fiberglass blankets are quilted to a http://www.soundblox.com/quilted.htm 4/21/2003 SOUND CONTROL PRODUCTS The Proudfoot Company, Inc. Page 2 of 3 0 • • reinforced, non-porous aluminum-vinyl coated fiberglass cloth using high strength polyester thread in a locking stitch pattern. Edges are bound and grommets are installed to facilitate easy suspension from existing structural elements or track/trolley support systems. Hook and loop is available to seal overlapping edges. Standard sizes are 4' wide and up to 25' long. Quilted Sound Screen panels can be arranged as total or partial enclosures. Panels may be suspended, applied to existing surfaces, or customized as rigid self-supporting enclosures. Options include view ports, access panels, intake/exhaust vents or baffles, and slide-by panels. Custom engineering allows for a wide variety of industrial and OEM adaptations. GRiG,'ia;1t Noisemaster Quilted Sound Screens maybe used with other Noisemaster Sound Absorptive Products to achieve optimum results. SOUND ABSORPTION COEFFICIENTS Frequency (Hz) Coefficient 125 0.38 250 0.89 500 0.82 1000 0.76 2000 0.53 4000 0.35 NRC 0.75 SOUND TRANSMISSION LOSS VALUE, Frequency (Hz) STL-db 125 12 250 16 500 27 1000 40 2000 44 ?- 43 STC 29 * Optional acoustical lead septum with silicone coated red-orange fiberglass cloth is available for high temperature applications. IWA•4 D app PLd1l,IN'N 4 P? http://www.soundblox.com/quilted.htm 4/21/2003 M The Proudfoot Company, Inc. R • For more information and a brochure, contact: The Proudfoot Company, Inc. - Box 276 - Monroe, CT 06468-0276 Phone 203-459-0031 - Fax 203-459-0033 Return to Home Page / E-Mail Page 3 of 3 O:RiGdv,1i. http://www.soundblox.c,om/quilted.htm Y 4/21/2003 CITY OF CLEARWATER Q? PLANNING DEPARTMENT POST OFFICE Box 4748 •, gTER,CLEARWATER, FLORIDA 3 3 7 58-4748 U z <? ? ' ?U U ! C 7J ?cn m D O C; A -0 m L 10 rn J w co wEr 0- U. I_ KELLER, GERALDINE V 3121 WOLFE RD CLEARWATER FL 33759 - 3542 ..1....- ,. " Y -? ?y 7 i'0D.292 ti META;; r 1 r .12 K.ELL13i 397591290 IN 46 10/26/05 RETURN TO SENDER NO FORWARD ORDER ON FILE UNABLE TO FORWARD ovTl. irim TA =tim mo H A Fi r.=* IA 11 Z5. S' *7 r CITY OF CLEARWATER c?•l ! a PLANNING DEPARTMENT Nom: r 99??TEFE??' POST ONCE Box 4748 L?;Z'!'? J CLEARWATER, FLORIDA 3 3 7 58-4748 FL HARBOUR TOWNE CONDO ASSN 552 MAIN ST SAFETY HARBOR FL 34695 - 3549 ^Y: ,l/ 09,292 Pi IAETEit 7+,242 P-4 Ht"tF' f •a•?"t*i•-!wf •?t ?••••. 1!!??i!!??!!!1!Ili'i?l]I!t?11 F73?}t!lt it f!i Fi11!1E•.. CITY OF CLEARWATER Q PLANNING DEPARTMENT 9?ATESIE?° POST OMCE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 ...... . r wco a: x a, FL SARAGO. FRANK J 2715 IRON AGE ST SAFETY HARBOR FL 34695 - 4059 •1?' '4; { ?. 4 .... i:!'iil?;i i li l! l i fi till! d i dI III i1-11It1-ii,li i 1: ? 0J,!9 1tRrETt-? '1'21< ti a